JP3177726B2 - Dismantling method of temporary shed for building structures - Google Patents
Dismantling method of temporary shed for building structuresInfo
- Publication number
- JP3177726B2 JP3177726B2 JP04655594A JP4655594A JP3177726B2 JP 3177726 B2 JP3177726 B2 JP 3177726B2 JP 04655594 A JP04655594 A JP 04655594A JP 4655594 A JP4655594 A JP 4655594A JP 3177726 B2 JP3177726 B2 JP 3177726B2
- Authority
- JP
- Japan
- Prior art keywords
- crane
- temporary
- dismantling
- building
- temporary shed
- 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
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は構造物構築用仮設上屋の
解体方法、特に全天候型建築工法による建造物建築完了
後に仮設上屋を解体する解体方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of dismantling a temporary shed for constructing a structure, and more particularly to a dismantling method for dismantling a temporary shed after completion of building construction by an all-weather construction method.
【0002】[0002]
【従来の技術】一般に、中高層ビル等の各種建造物の建
設は、建造物を構成する各躯体部材を地上クレーンで持
ち上げ、下層階から上層階まで一階毎に順次構築し、最
上階は最後に構築する工法により行なわれている。2. Description of the Related Art Generally, in the construction of various buildings such as middle and high-rise buildings, each building member constituting the building is lifted by a ground crane, and constructed sequentially from the lower floor to the upper floor for each floor. It is carried out by a construction method.
【0003】然しながら、この工法では構造物の高層化
に伴い躯体部材揚重作業が困難となり、自動化、省力化
が図れないため多くの人手を要し、また、天候に左右さ
れるので作業時間などの制約が大きい。However, this construction method makes it difficult to lift the frame members as the structure becomes higher in height, and cannot be automated or labor-saving, requiring a large amount of manpower. Is large.
【0004】また、天候に左右されないこと、建設工事
を自動化、省力化できることを目的とし、まず、建物の
両側となる位置に最上階まで柱を配設し、建物のリフト
アップフレームを地上部で組み立て、このフレーム下面
に組立てロボット等を装架し、このフレームを上記建物
両側に配設した柱を支えとして四階位置にリフトアップ
し、上記フレームに設けた組立てロボット等により二階
部分を施工し、この施工完了後上記フレームをさらに五
階位置にリフトアップし、同様にして三階部分を施工
し、以下順次上層階の施工を行なう工法もある。[0004] Further, with the aim of being unaffected by the weather, automating construction work and saving labor, first, pillars are arranged up to the top floor at positions on both sides of the building, and the lift-up frame of the building is placed on the ground. Assemble, mount an assembling robot on the lower surface of this frame, lift this frame up to the fourth floor position with the pillars arranged on both sides of the building as supports, and construct the second floor with the assembling robot etc. provided on the above frame After the completion of the construction, there is a construction method in which the frame is further lifted up to the fifth floor position, the third floor portion is constructed in the same manner, and the construction of the upper floors is successively performed.
【0005】然しながら、この工法ではフレーム下面に
装架された組立てロボット等のみでは最上階部分の施工
が不可能となる。[0005] However, in this construction method, it is impossible to construct the top floor portion only by an assembling robot or the like mounted on the lower surface of the frame.
【0006】そのため、特開平2−70844号公報に
示すように、地上に建造物最上階のフレームの代わりに
仮設の梁組を組み、上記仮設の梁組の下面に組立てロボ
ット等を装架し、上述のようにこの仮設の梁組の下で順
次上層階を施工し、最上階まで施工し、屋根部分の施工
完了後に上記仮設の梁組を解体する工法が提案されてい
る。For this reason, as shown in Japanese Patent Application Laid-Open No. 2-70844, a temporary beam group is assembled on the ground in place of the frame on the top floor of the building, and an assembling robot is mounted on the lower surface of the temporary beam group. As described above, there has been proposed a construction method of sequentially constructing the upper floors below the temporary beam group, constructing the upper floor, and disassembling the temporary beam group after completing the roof portion construction.
【0007】[0007]
【発明が解決しようとする課題】然しながら、かかる工
法では、最上階の構築完了後にその上部にある仮設上
屋、仮設支柱、仮設上屋下部にレールを介して取り付け
られた組立てロボット等を解体する場合には、図9に示
すように地上クレーン1により仮設上屋2の解体用クレ
ーン3を仮設上屋2上に設置する必要があるが、ビルの
高層化に伴い地上クレーン1を大型化とせざるを得ず、
市街地ではその設置場所の確保が難しく、解体用クレー
ン3の仮設上屋上部への設置は困難な場合が多い。ま
た、建設工事の自動化、省力化がはかれないという欠点
があった。However, in such a construction method, after the construction of the top floor is completed, the temporary shed, the temporary strut, and the assembling robot mounted on the lower part of the temporary shed via rails are dismantled. In this case, the crane 3 for dismantling the temporary shed 2 needs to be installed on the temporary shed 2 by the ground crane 1 as shown in FIG. 9, but the ground crane 1 needs to be enlarged with the rise of the building. I have no choice but
In an urban area, it is difficult to secure an installation place, and it is often difficult to install the dismantling crane 3 above the temporary shed. In addition, there is a disadvantage that construction work cannot be automated or labor-saving.
【0008】本発明は上記の欠点を除くようにしたもの
である。The present invention has been made to eliminate the above disadvantages.
【0009】[0009]
【課題を解決するための手段】本発明の構造物構築用仮
設上屋の解体方法は、構造物の最上階上部に位置する仮
設上屋の一部を縁切りする工程と、この縁切りした仮設
上屋の一部の下面にビル構築用クレーンを装架し、これ
らを残りの部分より上昇させる工程と、上記ビル構築用
クレーンにより上記仮設上屋の残りの部分上に仮設上屋
解体用クレーンを吊り上げ設置せしめる工程と、上記解
体用クレーンにより上記仮設上屋を解体する工程とより
成る。SUMMARY OF THE INVENTION According to the present invention, there is provided a method for dismantling a temporary building for constructing a structure, the step of cutting off a part of the temporary building located on the uppermost floor of the structure, and the step of cutting off the temporary building. A step of mounting a building construction crane on the lower surface of a part of the building and raising these from the remaining part, and a crane for dismantling the temporary building on the remaining part of the temporary building by the building construction crane. It comprises a step of lifting and installing, and a step of dismantling the temporary shed by the dismantling crane.
【0010】本発明の構造物構築用仮設上屋の解体方法
は、構造物の最上階上部に位置する仮設上屋の一部を縁
切りする工程と、この縁切りした仮設上屋の一部の下面
にビル構築用クレーンを装架し、これらを残りの部分よ
り上昇させる工程と、上記ビル構築用クレーンにより上
記仮設上屋の残りの部分上に仮設上屋解体用クレーンを
吊り上げ設置せしめる工程と、上記解体用クレーンによ
り上記ビル構築用クレーンを解体した後、上記仮設上屋
の一部を上記仮設上屋の残りの部分と同じ高さに降下せ
しめる工程と、上記解体用クレーンにより上記仮設上屋
を解体する工程とより成る。[0010] The method for dismantling a temporary building for constructing a structure according to the present invention includes a step of trimming a part of the temporary building located on the uppermost floor of the structure, and a lower surface of a part of the trimmed temporary building. A building construction crane is mounted, and these are lifted from the rest, and a step of lifting and installing a temporary shed dismantling crane on the remaining part of the temporary shed by the building construction crane, Dismantling the crane for building with the crane for dismantling, lowering a part of the temporary shed to the same height as the rest of the temporary shed, Disassembling.
【0011】本発明の構造物構築用仮設上屋の解体方法
は、構造物の最上階上部に位置する仮設上屋の一部を縁
切りする工程と、この縁切りした仮設上屋の一部の下面
にビル構築用クレーンを装架し、これらを残りの部分よ
り上昇させる工程と、上記ビル構築用クレーンにより上
記仮設上屋の残りの部分を解体する工程と、上記ビル構
築用クレーンにより構造物上屋に仮設上屋解体用クレー
ンを吊り上げ設置せしめる工程と、上記解体用クレーン
により上記ビル構築用クレーンを解体した後、上記仮設
上屋の一部を下降せしめる工程と、上記解体用クレーン
により上記仮設上屋の一部を解体する工程とより成る。According to the method of dismantling a temporary building for constructing a structure according to the present invention, a step of trimming a part of the temporary building located on the uppermost floor of the structure and a lower surface of a part of the trimmed temporary building are provided. A building construction crane is mounted on the building, and these are lifted from the remaining part; a step of disassembling the remaining part of the temporary shed by the building construction crane; and a step of dismantling the structure by the building construction crane. Lifting and installing a temporary shed dismantling crane in a building; dismantling the building construction crane with the dismantling crane; lowering a part of the temporary shed; Dismantling part of the shed.
【0012】本発明の構造物構築用仮設上屋の解体方法
は、構造物の最上階上部に位置する仮設上屋の一部を縁
切りする工程と、この縁切りした仮設上屋の一部の下面
にビル構築用クレーンを装架し、これらを残りの部分よ
り上昇させる工程と、上記ビル構築用クレーンにより上
記上昇せしめた仮設上屋部分の下方の構造物上屋部分に
仮設上屋解体用クレーンを吊り上げ設置せしめる工程
と、上記解体用クレーンにより上記仮設上屋を解体する
工程とより成る。The method for dismantling a temporary building for constructing a structure according to the present invention includes a step of trimming a part of the temporary building located on the uppermost floor of the structure and a lower surface of a part of the trimmed temporary building. A building construction crane is mounted on the building construction crane, and the building construction crane is lifted from the remaining part. And a step of dismantling the temporary shed with the dismantling crane.
【0013】本発明の構造物構築用仮設上屋の解体方法
は、構造物の最上階上部に位置する仮設上屋の一部を縁
切りする工程と、この縁切りした仮設上屋の一部の下面
にビル構築用クレーンを装架し、これらを残りの部分よ
り上昇させる工程と、上記ビル構築用クレーンにより上
記上昇せしめた仮設上屋部分の下方の構造物上屋部分に
仮設上屋解体用クレーンを吊り上げ設置せしめる工程
と、上記解体用クレーンにより上記仮設上屋の残りの部
分を解体する工程と、上記解体用クレーンを上記仮設上
屋の残りの部分が位置していた構造物上屋部分に移動せ
しめる工程と、上記解体用クレーンにより上記ビル構築
用クレーンを解体した後、上記仮設上屋の一部を下降せ
しめる工程と、上記解体用クレーンにより上記仮設上屋
の一部を解体する工程とより成る。The method for dismantling a temporary building for constructing a structure according to the present invention includes a step of trimming a part of the temporary building located on the uppermost floor of the structure, and a lower surface of a part of the trimmed temporary building. A building construction crane is mounted on the building construction crane, and the building construction crane is lifted from the remaining part. Lifting and installing, and dismantling the remaining portion of the temporary shed by the dismantling crane, and disassembling the dismantling crane to the structure shed where the remaining portion of the temporary shed was located Moving the building, disassembling the building crane with the dismantling crane, lowering a part of the temporary shed, and dismantling part of the temporary shed with the dismantling crane. And made more.
【0014】[0014]
【実施例】以下図面によって本発明の実施例を説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【0015】図1は本発明の構造物構築用仮設上屋の解
体方法を適用する構造物の構築方法説明図であって、4
は地上に配置した最終的に仮設上屋2となる仮設の梁
組、5a・・・,5b・・・はこの仮設の梁組4を支持
する複数本の仮設支柱、6はこの仮設支柱5a・・・,
5b・・・の下端を支持する構真柱、6aは現場造成
杭、7は上記仮設支持5a・・・,5b・・・を上記仮
設の梁組4に相対的に上下せしめる、リフトアップ装置
を示し、上記リフトアップ装置7により図2に示すよう
に上記仮設支柱の一方の組5aを利用して上記仮設の梁
組4を例えば四階の位置に上昇せしめる。FIG. 1 is a diagram for explaining a method of constructing a structure to which the method for dismantling a temporary shed for constructing a structure according to the present invention is applied.
, 5b... Are a plurality of temporary columns supporting the temporary beam group 4 and 6 are temporary columns 5a. ...
A lift-up device for raising and lowering the temporary supports 5a... 5b... Relative to the temporary beam set 4; As shown in FIG. 2, the temporary beam set 4 is raised to a position on the fourth floor, for example, by using the one set 5a of the temporary columns as shown in FIG.
【0016】これにより図2に示すように、仮設支柱の
他方の組5b・・・は仮設の梁組4とともに上方に移動
するので仮設の梁組4の上昇によりその下方には、施工
作業空間が形成されるから、部材揚重用のビル構築用ク
レーン8等を仮設の梁組4の下面にレール9を介して取
り付け、下方に移動されていない上記仮設支柱の他方の
組5b・・・の下端とこれに対応する上記構真柱6の上
面との間に形成されている図2に示すような本設支柱施
工空間に上記ビル構築用クレーン8により地上にある本
設支柱10を持ち上げ、図3に示すように上記構真柱6
上に本設支柱10を熔接により固定せしめる。As a result, as shown in FIG. 2, the other pair of temporary columns 5b... Moves upward together with the temporary beam group 4, so that when the temporary beam group 4 is raised, there is a construction work space below. Are formed, a crane 8 for building a building for lifting members and the like are attached to the lower surface of the temporary beam set 4 via the rails 9, and the other set 5b of the temporary columns that have not been moved downward are mounted. The permanent post 10 on the ground is lifted by the building construction crane 8 into the permanent post construction space as shown in FIG. 2 formed between the lower end and the corresponding upper surface of the straight pillar 6, As shown in FIG.
The main support 10 is fixed on the upper part by welding.
【0017】次に、第2の段階として、上記仮設支柱の
他方の組5b・・・をリフトアップ装置7により上記仮
設の梁組4に相対的に下方に移動して、図4に示すよう
に仮設支柱の他方の組5b・・・の下端を既に固定され
ている上記本設支柱10の先端に接触せしめる。Next, as a second step, the other set 5b of the temporary columns is moved downward by the lift-up device 7 relatively to the temporary beam set 4, as shown in FIG. The lower end of the other set 5b of the temporary columns is brought into contact with the tip of the permanent column 10 already fixed.
【0018】また、上記操作の間、上記仮設支柱の一方
の組5a・・・をリフトアップ装置7により上昇せしめ
図4に示すように、下方に本設支柱施工空間を確保せし
める。その後、上記と同様この空間にビル構築用クレー
ン8により本設支柱10を設置し、更に、仮設の梁組4
の下方に二階用の梁11を施工する。さらにリフトアッ
プ装置7を作動させるとその反力により、図5に示すよ
うに仮設の梁組4が四階の高さに上昇するようになる。
以下、上記第1段階操作と第2段階操作を繰り返し行
い、梁の建込みを行ないながら、最上階までの施工を行
なうようにする。During the above operation, one set 5a... Of the temporary columns is raised by the lift-up device 7 to secure a space for the main columns below as shown in FIG. After that, the main support 10 is installed in this space by the crane 8 for building construction in the same manner as described above.
A beam 11 for the second floor is constructed below the floor. When the lift-up device 7 is further operated, the temporary beam group 4 rises to the height of the fourth floor as shown in FIG. 5 due to the reaction force.
Hereinafter, the first-stage operation and the second-stage operation are repeated to construct the beams up to the top floor while building the beams.
【0019】また、雨対策としては、上記施工作業空間
を覆う仮設覆12を設置するのが好ましい。As a countermeasure against rain, it is preferable to provide a temporary cover 12 covering the construction work space.
【0020】図6は最上階構築後の仮設上屋2の状態を
示し、本発明においては上記仮設上屋2を複数の、例え
ば2部分2a,2bに分割(縁切り)し、上記ビル構築
用クレーン8が位置する上記縁切りした一方2aを図7
に示すように上記リフトアップ装置7を用い、上記仮設
支柱5a・・・,5b・・・に沿って上昇せしめ、この
状態で上記ビル構築用クレーン8によりワイヤー13を
用いて仮設上屋2やビル構築用クレーン8等の解体用走
行用クレーン14を地上から吊り上げ、上昇されていな
い仮設上屋2の他方2b上で組立て載置せしめ、この走
行用クレーン14によって上記ビル構築用クレーン8を
解体せしめる。FIG. 6 shows the state of the temporary shed 2 after the top floor is constructed. In the present invention, the temporary shed 2 is divided into a plurality of, for example, two parts 2a and 2b (edges), and the building is used for building. FIG. 7 shows the cut-away side 2a where the crane 8 is located.
As shown in the figure, the lift-up device 7 is used to move up along the temporary columns 5a..., 5b. A traveling crane 14 for dismantling, such as a building crane 8, is lifted from the ground, assembled and placed on the other 2 b of the temporary shed 2 that has not been raised, and the traveling crane 14 disassembles the building crane 8. Let me know.
【0021】次に、図8に示すように縁切りした仮設上
屋2の一方2aを下降せしめ、他方2bとその高さを一
致せしめ、上記走行用クレーン14により、これを解体
する。Next, as shown in FIG. 8, one side 2a of the trimmed temporary shed 2 is lowered, the other 2b is made to coincide with the height thereof, and the temporary crane 2 is dismantled by the traveling crane 14.
【0022】ビル構築用クレーン8や仮設上屋2の解体
後、構造物屋上にある走行用クレーン14は、従来どお
り、解体して構造物内のエレベータ(図示せず)等によ
り地上に運ぶが、構造物内のエレベータ等によっても運
べない場合には構造物屋上の上記走行用クレーン14に
より、この走行用クレーン14よりも小型の走行用クレ
ーンを地上から持ち上げ、この小型クレーンにより上記
走行用クレーン14を解体して地上におろし、次に、小
型のクレーンをさらに解体して構造物のエレベータ等に
よりおろすことにより解体を完了する。After the crane 8 for building construction and the temporary shed 2 are disassembled, the traveling crane 14 on the structure roof is disassembled and transported to the ground by an elevator (not shown) or the like in the structure, as in the prior art. If the vehicle cannot be carried by an elevator or the like in the structure, the traveling crane 14 smaller than the traveling crane 14 is lifted from the ground by the traveling crane 14 on the structure roof. 14 is dismantled and lowered to the ground, and then the small crane is further dismantled and lowered by an elevator or the like of the structure to complete dismantling.
【0023】本発明の他の実施例においては、上記仮設
上屋2を複数の、例えば2部分2a,2bに分割(縁切
り)し、上記ビル構築用クレーン8が位置する上記縁切
りした一方2aを上記リフトアップ装置7を用い、上記
仮設支柱5a・・・,5b・・・に沿って上昇せしめ、
この状態で上記ビル構築用クレーン8によりワイヤー1
3を用いて仮設上屋2やビル構築用クレーン8等の解体
用走行用クレーン14を地上から吊り上げ、上昇された
仮設上屋2の一方2aの下方の構造物上屋部分で組立て
載置せしめ、この走行用クレーン14によって仮設上屋
2の他方2bを解体せしめ、上記走行用クレーン14を
上記仮設上屋2の他方2bが位置していた構造物上屋部
分に移動せしめる。In another embodiment of the present invention, the temporary shed 2 is divided (edged) into a plurality of, for example, two parts 2a and 2b, and the edged one 2a where the building construction crane 8 is located is separated. Using the lift-up device 7, the temporary columns 5a,..., 5b.
In this state, the wire 1 is
The lifting crane 14 for dismantling the temporary shed 2 and the building construction crane 8 and the like is lifted from the ground using the building 3, and is assembled and mounted on the structural shed portion below one of the raised temporary sheds 2a. The traveling crane 14 dismantles the other 2b of the temporary shed 2 and moves the traveling crane 14 to the structural shed portion where the other 2b of the temporary shed 2 was located.
【0024】次いでこの走行用クレーン14によって上
記ビル構築用クレーン8を解体せしめ、次に、仮設上屋
2の一方2aを下降せしめ、上記走行用クレーン14に
より、これを解体する。Next, the building crane 8 is dismantled by the traveling crane 14, and then one side 2a of the temporary shed 2 is lowered and disassembled by the traveling crane 14.
【0025】この実施例によれば上記仮設上屋2の一方
2aの上昇程度を少なくできる利点がある。According to this embodiment, there is an advantage that the degree of elevation of one side 2a of the temporary shed 2 can be reduced.
【0026】なお、本発明の構造物の構築工法において
用いる上記リフトアップ装置7は例えば、上記仮設支柱
5a・・・,5b・・・にその上下方向に一定のピッチ
ングで形成したピン受孔と、仮設の梁組4に固定した油
圧シリンダーと、この油圧シリンダーに固定した下方環
状梁と、上記油圧シリンダーから上方に突出するピスト
ンロッドに固定した上方環状梁と、上記下方及び上方環
状梁に設けたピンシリンダとにより構成し、上記ピスト
ンロッドが最大に伸長された状態で上記上方環状梁のピ
ンシリンダからこれに合致する上記仮設支柱のピン受孔
にピンを差し込み、下方環状梁のピンシリンダを操作し
てそのピンを上記仮設支柱のピン受孔から抜き取り、油
圧シリンダを操作して上記仮設支柱に相対的に上記油圧
シリンダと下側環状梁を上記仮設の梁組4と共に上昇せ
しめ、この位置で下側環状梁のピンシリンダを操作して
そのピンを上記仮設支柱の対応するピン受孔に差し込
み、上記上方環状梁のピンシリンダを操作してそのピン
を上記仮設支柱のピン受孔から抜き取り、油圧シリンダ
を操作して再びピストンロッドを最大に伸長して上方環
状梁を押し上げ、この状態で上記上方環状梁のピンシリ
ンダからこれに合致する上記仮設支柱のピン受孔にピン
を差し込み、以下このような操作を繰り返して仮設支柱
に相対的に仮設の梁組4を上昇せしめるものとする。The lift-up device 7 used in the method of constructing a structure according to the present invention includes, for example, a pin receiving hole formed in the temporary support columns 5a... 5b. A hydraulic cylinder fixed to the temporary beam set 4, a lower annular beam fixed to the hydraulic cylinder, an upper annular beam fixed to a piston rod protruding upward from the hydraulic cylinder, and provided to the lower and upper annular beams. A pin cylinder is inserted from a pin cylinder of the upper annular beam into a pin receiving hole of the temporary column corresponding thereto from the pin cylinder of the upper annular beam in a state where the piston rod is maximally extended, and a pin cylinder of the lower annular beam is formed. Operate to extract the pin from the pin receiving hole of the temporary support, and operate the hydraulic cylinder to operate the hydraulic cylinder and lower ring relative to the temporary support. The beam is raised together with the temporary beam set 4, and the pin cylinder of the lower annular beam is operated at this position to insert the pin into the corresponding pin receiving hole of the temporary support, and the pin cylinder of the upper annular beam is operated. Then, pull out the pin from the pin receiving hole of the temporary support column, operate the hydraulic cylinder to extend the piston rod again to push up the upper annular beam, and in this state, match the upper annular beam from the pin cylinder of the upper annular beam. A pin is inserted into the pin receiving hole of the temporary support, and the above operation is repeated to raise the temporary beam set 4 relatively to the temporary support.
【0027】[0027]
【発明の効果】上記のように本発明の構造物構築用仮設
上屋の解体方法によれば、地上クレーンを用いずに仮設
上屋に設けたビル構築用クレーンまたはこのビル構築用
クレーンにより吊り上げ組立てた走行用クレーンにより
仮設上屋を解体するようにしたので、大型の地上クレー
ンを設置する場所を必要とせず、市街地であっても容易
に解体を終えることができると共に、作業の自動化、省
力化を容易に行なうことができる大きな利益がある。As described above, according to the method for dismantling a temporary building for building a structure according to the present invention, a crane for building is provided in the temporary building without using a ground crane or is lifted by the building crane. The temporary shed is dismantled by the assembled traveling crane, so there is no need for a place to install a large ground crane, so dismantling can be easily completed even in urban areas, and automation and work savings There are significant benefits that can be easily achieved.
【図1】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 1 is an explanatory view of a construction method of a structure to which a method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図2】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 2 is an explanatory diagram of a construction method of a structure to which the method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図3】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 3 is an explanatory view of a construction method of a structure to which the method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図4】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 4 is an explanatory diagram of a construction method for a structure to which the method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図5】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 5 is an explanatory diagram of a construction method of a structure to which the method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図6】本発明の構造物構築用仮設上屋の解体方法を適
用する構造物の構築工法の説明図である。FIG. 6 is an explanatory diagram of a construction method for a structure to which the method for dismantling a temporary building for constructing a structure according to the present invention is applied.
【図7】本発明の構造物構築用仮設上屋の解体方法の説
明図である。FIG. 7 is an explanatory diagram of a method for dismantling a temporary shed for building structures according to the present invention.
【図8】本発明の構造物構築用仮設上屋の解体方法の説
明図である。FIG. 8 is an explanatory view of a method for dismantling a temporary shed for building a structure according to the present invention.
【図9】従来の構造物構築用仮設上屋の解体方法の説明
図である。FIG. 9 is an explanatory view of a conventional method of dismantling a temporary shed for building structures.
1 地上クレーン 2 仮設上屋 3 解体用クレーン 4 仮設の梁組 5a 仮設支柱の一方 5b 仮設支柱の他方 6 構真柱 6a 現場造成杭 7 リフトアップ装置 8 ビル構築用クレーン 9 レール 10 本設支柱 11 梁 12 仮設覆 13 ワイヤー 14 走行用クレーン DESCRIPTION OF SYMBOLS 1 Ground crane 2 Temporary shed 3 Crane for demolition 4 Temporary beam group 5a One of the temporary columns 5b The other of the temporary columns 6 Vertical pillar 6a Field construction pile 7 Lift-up device 8 Building construction crane 9 Rail 10 Main column 11 Beam 12 Temporary cover 13 Wire 14 Traveling crane
───────────────────────────────────────────────────── フロントページの続き (72)発明者 高橋 正志 東京都品川区東大井1丁目11番25号 五 洋建設株式会社技術研究所内 (72)発明者 田中 實 東京都品川区東大井1丁目11番25号 五 洋建設株式会社技術研究所内 (56)参考文献 特開 平2−70844(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04G 21/14 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Masashi Takahashi 1-11-25 Higashioi, Shinagawa-ku, Tokyo Goyo Construction Co., Ltd. (72) Inventor Minoru Tanaka 1-11 Higashioi, Shinagawa-ku, Tokyo No. 25 Goyo Construction Co., Ltd. Technical Research Institute (56) References JP-A-2-70844 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 21/14
Claims (5)
の一部を縁切りする工程と、 この縁切りした仮設上屋の一部の下面にビル構築用クレ
ーンを装架し、これらを残りの部分より上昇させる工程
と、 上記ビル構築用クレーンにより上記仮設上屋の残りの部
分上に仮設上屋解体用クレーンを吊り上げ設置せしめる
工程と、 上記解体用クレーンにより上記仮設上屋を解体する工程
とより成ることを特徴とする構造物構築用仮設上屋の解
体方法。1. A step of trimming a part of a temporary shed located on the uppermost floor of a structure, a crane for building construction is mounted on a lower surface of a part of the trimmed temporary shed, and these are rested. A step of lifting the temporary shed dismantling crane on the remaining part of the temporary shed by the building construction crane, and dismantling the temporary shed by the dismantling crane. A method for dismantling a temporary shed for building structures, comprising:
の一部を縁切りする工程と、 この縁切りした仮設上屋の一部の下面にビル構築用クレ
ーンを装架し、これらを残りの部分より上昇させる工程
と、 上記ビル構築用クレーンにより上記仮設上屋の残りの部
分上に仮設上屋解体用クレーンを吊り上げ設置せしめる
工程と、 上記解体用クレーンにより上記ビル構築用クレーンを解
体した後、上記仮設上屋の一部を上記仮設上屋の残りの
部分と同じ高さに降下せしめる工程と、 上記解体用クレーンにより上記仮設上屋を解体する工程
とより成ることを特徴とする構造物構築用仮設上屋の解
体方法。2. A step of trimming a part of the temporary shed located on the uppermost floor of the structure, a crane for building construction is mounted on a lower surface of a part of the trimmed temporary shed, and these are left to rest. And a step of lifting and installing a temporary shed dismantling crane on the remaining part of the temporary shed by the building crane, and disassembling the building crane by the dismantling crane. And a step of lowering a part of the temporary shed to the same height as the remaining part of the temporary shed, and a step of dismantling the temporary shed by the dismantling crane. Dismantling method of temporary shed for building.
の一部を縁切りする工程と、 この縁切りした仮設上屋の一部の下面にビル構築用クレ
ーンを装架し、これらを残りの部分より上昇させる工程
と、 上記ビル構築用クレーンにより上記仮設上屋の残りの部
分を解体する工程と、 上記ビル構築用クレーンにより構造物上屋に仮設上屋解
体用クレーンを吊り上げ設置せしめる工程と、 上記解体用クレーンにより上記ビル構築用クレーンを解
体した後、上記仮設上屋の一部を下降せしめる工程と、 上記解体用クレーンにより上記仮設上屋の一部を解体す
る工程とより成ることを特徴とする構造物構築用仮設上
屋の解体方法。3. A step of trimming a part of a temporary shed located at the upper part of the top floor of the structure, a crane for building construction is mounted on a lower surface of a part of the trimmed temporary shed, and these are left to rest. A step of dismantling the remaining part of the temporary shed by the building construction crane; and a step of lifting and installing a temporary shed demolition crane on the structure shed by the building construction crane. And after dismantling the building crane with the dismantling crane, lowering a part of the temporary shed, and dismantling a part of the temporary shed with the dismantling crane. A method for dismantling a temporary shed for building structures, characterized by the following.
の一部を縁切りする工程と、 この縁切りした仮設上屋の一部の下面にビル構築用クレ
ーンを装架し、これらを残りの部分より上昇させる工程
と、 上記ビル構築用クレーンにより上記上昇せしめた仮設上
屋部分の下方の構造物上屋部分に仮設上屋解体用クレー
ンを吊り上げ設置せしめる工程と、 上記解体用クレーンにより上記仮設上屋を解体する工程
とより成ることを特徴とする構造物構築用仮設上屋の解
体方法。4. A step of trimming a part of a temporary shed located on the uppermost floor of the structure, a crane for building construction is mounted on a lower surface of a part of the trimmed temporary shed, and these are left. And a step of lifting and installing a temporary shed dismantling crane in a structural shed below the temporary shed raised by the building construction crane; and Dismantling a temporary shed. A method for dismantling a temporary shed for building structures.
の一部を縁切りする工程と、 この縁切りした仮設上屋の一部の下面にビル構築用クレ
ーンを装架し、これらを残りの部分より上昇させる工程
と、 上記ビル構築用クレーンにより上記上昇せしめた仮設上
屋部分の下方の構造物上屋部分に仮設上屋解体用クレー
ンを吊り上げ設置せしめる工程と、 上記解体用クレーンにより上記仮設上屋の残りの部分を
解体する工程と、 上記解体用クレーンを上記仮設上屋の残りの部分が位置
していた構造物上屋部分に移動せしめる工程と、 上記解体用クレーンにより上記ビル構築用クレーンを解
体した後、上記仮設上屋の一部を下降せしめる工程と、 上記解体用クレーンにより上記仮設上屋の一部を解体す
る工程とより成ることを特徴とする構造物構築用仮設上
屋の解体方法。5. A step of trimming a part of the temporary shed located on the uppermost floor of the structure, a crane for building construction is mounted on a lower surface of a part of the trimmed temporary shed, and these are left to rest. And a step of lifting and installing a temporary shed dismantling crane in a structural shed below the temporary shed raised by the building construction crane; and Disassembling the remaining part of the temporary shed; moving the dismantling crane to the structural shed where the remaining part of the temporary shed was located; constructing the building with the dismantling crane And a step of lowering a part of the temporary shed after dismantling the crane, and a step of dismantling a part of the temporary shed by the dismantling crane. For dismantling temporary sheds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04655594A JP3177726B2 (en) | 1994-02-22 | 1994-02-22 | Dismantling method of temporary shed for building structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04655594A JP3177726B2 (en) | 1994-02-22 | 1994-02-22 | Dismantling method of temporary shed for building structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07233648A JPH07233648A (en) | 1995-09-05 |
| JP3177726B2 true JP3177726B2 (en) | 2001-06-18 |
Family
ID=12750577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP04655594A Expired - Fee Related JP3177726B2 (en) | 1994-02-22 | 1994-02-22 | Dismantling method of temporary shed for building structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3177726B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2024143206A (en) * | 2023-03-30 | 2024-10-11 | 山九株式会社 | How to transport heavy items |
-
1994
- 1994-02-22 JP JP04655594A patent/JP3177726B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07233648A (en) | 1995-09-05 |
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