JP4200076B2 - Cylindrical structure repair device - Google Patents

Cylindrical structure repair device Download PDF

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JP4200076B2
JP4200076B2 JP2003354949A JP2003354949A JP4200076B2 JP 4200076 B2 JP4200076 B2 JP 4200076B2 JP 2003354949 A JP2003354949 A JP 2003354949A JP 2003354949 A JP2003354949 A JP 2003354949A JP 4200076 B2 JP4200076 B2 JP 4200076B2
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lift device
roof
cylindrical structure
repair
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JP2005120625A (en
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光 竹内
武三 立石
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Sumitomo Mitsui Construction Co Ltd
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本発明は、円筒状の側壁部にドーム状の屋根部を装着した円筒状構造物に対して、損傷や劣化その他の理由で補修及び改修を行う際における円筒状構造物の修復装置に関するものであって、例えばプレストレスコンクリートで形成したPC貯水タンクなどの修復工事に好適である。   TECHNICAL FIELD The present invention relates to a cylindrical structure repairing device for repairing and refurbishing a cylindrical structure with a dome-shaped roof mounted on a cylindrical side wall for damage, deterioration, or other reasons. For example, it is suitable for repair work such as a PC water tank formed of prestressed concrete.

この種の円筒状構造物は、例えば図1及び図2で示すPC貯水タンク1などのように、円盤状の底板部2と、底板部2上に立設した円筒状の側壁部3と、側壁部3の上端に架設して装着したドーム状の屋根部4で構成され、図1のように側壁部3の外周囲に仮設足場5を組むと共に、地上に大型クレーンなどの重機6を配置して機材や資材を荷揚げ及び解体物の荷下ろしを行いながら、側壁部3及び屋根部4の外側に対する修復工事を行う。   A cylindrical structure of this type includes, for example, a disk-shaped bottom plate portion 2 and a cylindrical side wall portion 3 erected on the bottom plate portion 2, such as the PC water storage tank 1 shown in FIGS. Consists of a dome-like roof 4 that is installed on the upper end of the side wall 3 and assembles a temporary scaffold 5 around the outer side of the side wall 3 as shown in FIG. 1 and places a heavy machine 6 such as a large crane on the ground. Then, restoration work is performed on the outside of the side wall portion 3 and the roof portion 4 while unloading the equipment and materials and unloading the dismantled material.

また、内部に対する修復工事を行う場合には貯水を排出して空にした状態とし、既設の換気塔7や保守点検用の出入り口8を撤去又は拡張して通路を確保し、この通路から重機6を介して機材や資材を内部に搬入すると共に、図2のように底板部2側から屋根部4側へ仮設足場9を順次組み上げながら、側壁部3及び屋根部4の内側に対する修復工事並びに、内部に設置された配管や昇降設備などに対する修復工事を行う。   In addition, when performing repair work on the inside, the stored water is drained and emptied, and the existing ventilation tower 7 and the entrance / exit 8 for maintenance and inspection are removed or expanded to secure a passage from which heavy machinery 6 In addition to carrying equipment and materials into the interior, as shown in FIG. 2, while assembling the temporary scaffold 9 sequentially from the bottom plate portion 2 side to the roof portion 4 side, repair work on the inside of the side wall portion 3 and the roof portion 4, Perform repair work on piping and lifting equipment installed inside.

しかしながら、上記したような在来の修復工法の場合には、タンク内外のいずれの修復工事を行う場合にも、多数の資材を用いて仮設足場5,9を組み上げるので、多大な工費と工期が必要であり、特に内部の修復を行う場合は限られた通路から重機6を介して機材や資材を順次搬入すると共に、工事終了後には仮設足場5,9を解体して通路を介して機材や資材を順次撤去する必要があるので、修復作業の能率向上や重機6の稼働率向上などを図ることが困難であった。   However, in the case of the conventional restoration method as described above, the temporary scaffolds 5 and 9 are assembled using a large number of materials in any of the restoration work inside and outside the tank. In particular, when repairing the interior, equipment and materials are sequentially transferred from a limited passage through heavy equipment 6, and after completion of construction, temporary scaffolds 5 and 9 are dismantled and equipment and materials are passed through the passage. Since it is necessary to remove materials sequentially, it was difficult to improve the efficiency of repair work and the operating rate of heavy machinery 6.

また、タンク内部の修復工事は稼働中で貯水状態の場合には不可能であるから、稼働を停止して空にした状態で修復作業を行うことになるが、代替えとなる余剰な貯水タンクが近くにある場合は問題はないか、このような状況は殆ど期待することができないのが現状であるから、近くに仮設の貯水タンクを一時的に構築するか、遠方の貯水タンクから分配して貰うなどの対応措置を採ることになるが、前者の場合には更に経費を必要とし、後者の場合には貯水の利用者に不便を掛けることになるので望ましくない。   In addition, since the repair work inside the tank is impossible when it is in operation and the water is stored, the repair work will be carried out with the operation stopped and emptied. If it is nearby, there is no problem, or it is almost impossible to expect this situation, so a temporary storage tank is temporarily built nearby or distributed from a remote storage tank. In the former case, it would be more expensive, and in the latter case it would be inconvenient for the user of the water storage.

そこで、これら課題を解決するために特許文献1〜4のような提案もなされているが、以下に述べるように課題を十分に解決するまでには至っていなかった。
実用新案登録第2514106号公報 特開平9−144302号公報 特開平9−144303号公報 特開2002−362683号公報
In order to solve these problems, proposals such as Patent Documents 1 to 4 have been made, but the problem has not yet been sufficiently solved as described below.
Utility Model Registration No. 2514106 JP-A-9-144302 JP-A-9-144303 JP 2002-362683 A

特許文献1の場合には、タンクの底部側と屋根部の間に立設した支持柱をタンク中央に設け、支持柱の中間に回転枠を取り付けると共に、回転枠に作業床を固定した構造であり、在来工法のように底部から組み上げる仮設足場は不要になるが、タンクの上部側の側壁部と屋根部の修復工事はできるが、作業床より下側に位置するタンクの下部側の側壁部に対する修復工事は困難であること、支持柱の設置作業及び設置による水質の汚染防止のために、水面より上方に位置する上部側の側壁部及び屋根部の内面に対する修復工事でも、タンクを空の状態にして施工しなければならないこと、など解決を必要とする課題が残されていた。   In the case of Patent Document 1, a support column erected between the bottom side of the tank and the roof is provided in the center of the tank, a rotating frame is attached in the middle of the supporting column, and a work floor is fixed to the rotating frame. Yes, there is no need for a temporary scaffold assembled from the bottom as in the conventional construction method, but it is possible to repair the upper side wall and roof of the tank, but the lower side wall of the tank located below the work floor In order to prevent the water from being contaminated by the installation work of the support pillars and the water quality due to the installation work, the tank is emptied even in the repair work on the upper side wall and the inner surface of the roof. There were still issues that needed to be resolved, such as having to work in this state.

特許文献2の場合には、屋根部の中央で支持した昇降及び水平旋回可能な吊下手段を介して作業床を設けると共に、作業床の先端から伸縮部を出し入れする伸縮手段を設けた構造であり、在来工法のように底部から組み上げる仮設足場は不要であり、タンクを空の状態にしないでも水面より上方に位置する内部の修復工事ができるが、全ての荷重が吊下手段を介して屋根部に加わるので、屋根部を破損しないように載荷重に注意したり、作業床が不安定にならないように偏荷重に注意をはらう必要があることなど、安全作業上での課題と、屋根の一部を交換するような修復工事ができないなどの課題が残されていた。   In the case of Patent Document 2, a work floor is provided via a suspension means that is supported at the center of the roof portion and can be moved up and down and horizontally swiveled, and has a structure in which an expansion / contraction means for taking in and out the extension portion from the tip of the work floor is provided. Yes, there is no need for a temporary scaffold assembled from the bottom as in the conventional construction method, and even if the tank is not emptied, the internal repair work located above the water surface can be done, but all loads are passed through the suspension means. Since it is added to the roof part, it is necessary to pay attention to the load so as not to damage the roof part, and to pay attention to uneven load so that the work floor does not become unstable. There were still issues such as being unable to carry out restoration work to replace part of the building.

特許文献3の場合には、特許文献2と同様の構成による作業用足場を設けると共に、作業用足場をガイドするためのセンターポール(支持柱)をタンクの中心部に設けた構造であり、在来工法のように底部から組み上げる仮設足場は不要であり、特許文献2のような偏荷重の問題は発生しないが、センターポールを設けたことによって、特許文献1の場合と同様にタンクを空の状態にして施工しなければならないこと、支持柱の設置作業及び設置によって水質を汚染させる恐れがあるなど解決を必要とする課題が残されていた。   In the case of Patent Document 3, a working scaffold having the same configuration as that of Patent Document 2 is provided, and a center pole (supporting column) for guiding the working scaffold is provided at the center of the tank. The temporary scaffold assembled from the bottom like the next construction method is not necessary, and the problem of uneven load as in Patent Document 2 does not occur, but by providing the center pole, the tank is emptied in the same manner as in Patent Document 1. There were still issues that needed to be solved, such as having to be installed in a state, and the work of installing and installing the support pillars could contaminate the water quality.

特許文献4の場合には、貯蔵水の上側の貯蔵空間を密閉する第1仮設手段と、第1仮設手段の上方で落下物を遮断する第2仮設手段と、第2仮設手段より上方に屋根部から吊り下げた吊り足場を設けた構造であり、タンクを空の状態にしないで且つ水質を汚染することなく、屋根部内面の修復工事は施工できるが、その他のタンク内部に対する修復工事はできないこと、吊り足場上の全ての荷重が屋根部に加わるので、損傷が著しい屋根部の修復工事及び、屋根の一部を交換するような修復工事には適合しないこと、など解決を必要とする課題が残されていた。   In the case of Patent Document 4, the first temporary means for sealing the storage space above the stored water, the second temporary means for blocking fallen objects above the first temporary means, and the roof above the second temporary means. It is a structure with a suspension scaffold suspended from the section, and it can be repaired on the inner surface of the roof without making the tank empty and contaminating the water, but it cannot be repaired inside the tank. Because all the load on the suspension scaffold is applied to the roof, there are issues that need to be resolved, such as repair work for a roof part that is significantly damaged and repair work that replaces part of the roof. Was left.

本発明は、これら従来技術の課題を解決し得る円筒状構造物の修復装置を提供するものであり、特に在来工法のような底部から組み上げる仮設足場を必要とせず、工費の低減並びに工期の短縮を可能にし、また特許文献1又は3のような底部から屋根に至る支持柱を必要とせず、内部を空の状態にしないで水面より上方の修復作業を行うことを可能にし、また特許文献2〜4のように作業用足場を屋根部から吊下げせず、屋根部に荷重が加わることなく安全に修復作業を行い且つ屋根の一部を交換するような修復工事も可能にし、更にドーム屋根及び側壁の外部に対する修復作業も容易に行うことを可能にすることなどを主たる目的としている。   The present invention provides a restoration device for a cylindrical structure that can solve these problems of the prior art, and in particular, does not require a temporary scaffold assembled from the bottom as in the conventional construction method. It can be shortened, does not require a support column from the bottom to the roof as in Patent Document 1 or 3, and can perform repair work above the water surface without leaving the interior empty. The work scaffolding is not suspended from the roof as in 2 to 4, and it is possible to perform repair work that safely performs repair work without replacing the roof and replaces part of the roof. The main purpose is to make it possible to easily perform repair work on the outside of the roof and side walls.

本発明による円筒状構造物の修復装置は、ドーム状の屋根部が装着された側壁部の頂部側にリング状に形成した平坦な載置面を設け、この載置面上には屋根部を囲繞する態様で主リフト装置を回転移動可能に設けると共に、この主リフト装置の中央には補助リフト装置を設け、前記主リフト装置には水平走行レールに懸吊されたクレーンが装着され、前記補助リフト装置には円筒状構造物の内部に設置する作業用足場を支持したリフト支柱が、前記主リフト装置に対して旋回及び昇降移動可能に装着されていることを特徴とする。   A cylindrical structure repairing apparatus according to the present invention is provided with a flat mounting surface formed in a ring shape on the top side of a side wall portion on which a dome-shaped roof portion is mounted, and the roof portion is provided on the mounting surface. A main lift device is rotatably provided in a surrounding manner, and an auxiliary lift device is provided at the center of the main lift device. A crane suspended from a horizontal traveling rail is attached to the main lift device, and the auxiliary lift device is installed. The lift device is characterized in that a lift column supporting a work scaffold installed inside a cylindrical structure is mounted so as to be capable of turning and moving up and down with respect to the main lift device.

この円筒状構造物の修復装置では、円筒状構造物の側壁頂部に既設された歩廊部又はテンションリングその他の構造部を、前記リング状に形成した平坦な載置面として利用する形態を採ることが可能であり、利用可能な構造部がない場合には、側壁頂部にリング状に形成した平坦な載置面を新設する形態を採り、また主リフト装置のメインビームから外装作業用のゴンドラを昇降可能に懸吊すると共に、補助リフト装置の作業用足場から内装作業用のゴンドラを昇降可能に懸吊する形態を採ることも可能である。   In this cylindrical structure restoration device, a corridor part or a tension ring or other structural part already provided on the top of the side wall of the cylindrical structure is used as a flat mounting surface formed in the ring shape. If there is no structural part that can be used, a flat mounting surface formed in a ring shape at the top of the side wall is newly adopted, and a gondola for exterior work is installed from the main beam of the main lift device. It is also possible to adopt a form in which a gondola for interior work is suspended so as to be able to be lifted and lowered from the work scaffold of the auxiliary lift device while being suspended so as to be liftable.

本発明の円筒状構造物の修復装置によると、主リフト装置のクレーンを用いて、屋根部の交換を含む円筒状構造物の外側に対する修復作業を容易に行うことができると共に、補助リフト装置の作業用足場を用いて、円筒状構造物の内側に対する修復作業を安全で容易且つ確実に行うことができ、特に底板部側から屋根部の内側まで仮設足場を組み上げる在来の修復工法に比べて、多量の資材や機材類及び作業者を必要としないので、工費の節減と工期の短縮が可能であると共に、稼働中で内容物がある円筒状構造物の屋根部の内側に対する修復作業を容易に実施できるので、稼働中止による経済的損失を著しく軽減することができる。   According to the cylindrical structure repair device of the present invention, the crane for the main lift device can be used to easily perform repair work on the outside of the cylindrical structure including replacement of the roof portion, and the auxiliary lift device Using the work scaffold, the repair work on the inside of the cylindrical structure can be performed safely and easily and reliably, especially compared to the conventional repair method of building a temporary scaffold from the bottom plate side to the inside of the roof part. Since a large amount of materials, equipment, and workers are not required, the construction cost can be reduced and the construction period can be shortened. In addition, it is easy to repair the inside of the roof of a cylindrical structure that is in operation and has contents. Therefore, the economic loss due to the suspension of operation can be significantly reduced.

また、底板部側から立設して屋根部を支える支持柱をタンクの中央に設け、支持柱に取り付けた回転枠上に仮設足場を組み上げる特許文献1又は特許文献3の修復装置に比べ、円筒状構造物の下部側には修復用の設備を装着しない形態であるから、稼働状態を損なうことなく修復作業を行うことが可能であると共に、タンクの屋根部から作業用足場を吊り下げる特許文献2又は特許文献4の修復装置に比べ、屋根部に荷重を負担させることなく安全で容易且つ確実に修復作業を行うことができる。   Compared to the restoration device of Patent Document 1 or Patent Document 3 in which a support pillar standing from the bottom plate portion side and supporting the roof portion is provided in the center of the tank, and a temporary scaffold is assembled on a rotating frame attached to the support pillar. Patent document that suspends the work scaffold from the roof part of the tank while being able to perform the repair work without impairing the operating state because it is a form in which the equipment for repair is not mounted on the lower side of the structure Compared to the repair device of 2 or Patent Document 4, the repair work can be performed safely, easily and reliably without placing a load on the roof.

また、この修復装置では在来工法や特許文献1〜4のように内外に対して別々に修復用の設備を用意する必要がなく、屋根部と側壁部の内部及び外部に対する修復作業を行う同時に行うことが可能であり、特に特許文献2又は4では実施できない屋根部の一部を交換する修復作業も、主リフト装置を用いて行うことができると共に、大型クレーンなどの重機を使用せずに、主リフト装置を用いて重量のある資材及び機材類の搬入及び搬出を行うことができる。   Moreover, in this restoration apparatus, it is not necessary to prepare separate facilities for restoration on the inside and outside as in the conventional construction method and Patent Documents 1 to 4, and at the same time performing restoration work on the inside and outside of the roof and side walls. It is possible to carry out the repair work for exchanging a part of the roof part that cannot be carried out in particular in Patent Document 2 or 4, and it can be carried out using the main lift device and without using heavy equipment such as a large crane. It is possible to carry in and out heavy materials and equipment using the main lift device.

また、円筒状構造物の側壁頂部に既設された歩廊部又はテンションリングその他の構造部を、前記リング状に形成した平坦な載置面として利用する形態を採ると、これを新設する場合に比べて工費の節減と工期の短縮が可能であり、また主リフト装置のメインビームから外装作業用のゴンドラを昇降可能に懸吊すると共に、補助リフト装置の作業用足場から内装作業用のゴンドラを昇降可能に懸吊する形態を採ると、側壁部の内外に対する修復作業が一段と容易になる。   In addition, when a form in which a corridor or tension ring or other structural part already installed on the top of the side wall of the cylindrical structure is used as a flat mounting surface formed in the ring shape is compared with a case where this is newly installed. The work cost can be reduced and the work period can be shortened. The exterior work gondola can be lifted and lowered from the main beam of the main lift device, and the interior work gondola can be lifted and lowered from the work platform of the auxiliary lift device. If the form which suspends as much as possible is taken, the repair operation | work with respect to the inside and outside of a side wall part will become easier.

本発明の円筒状構造物の修復装置について、本発明をPC貯水タンクに適用した好適な実施形態を示す図3〜10に基づいて詳細に説明するが、PC貯水タンク11は図3で示すように、基礎地盤上に設けた円盤状の底板部12と、底板部12上に立設した円筒状の側壁部13と、側壁部13の上端に架設して装着したドーム状の屋根部14で構成されており、屋根部14には中央に換気塔15を外周側に保守点検用の出入り口16を設けると共に、側壁部13の頂部には上面が平坦でリング状に形成したテンションリング兼用の歩廊部17を設け、タンク内部には貯水18が行われている。   The cylindrical structure repair device of the present invention will be described in detail with reference to FIGS. 3 to 10 showing a preferred embodiment in which the present invention is applied to a PC water tank. The PC water tank 11 is shown in FIG. In addition, a disc-shaped bottom plate portion 12 provided on the foundation ground, a cylindrical side wall portion 13 erected on the bottom plate portion 12, and a dome-shaped roof portion 14 installed on the upper end of the side wall portion 13. The roof 14 is provided with a ventilation tower 15 at the center and a maintenance / inspection entrance 16 on the outer peripheral side. The top of the side wall 13 has a flat upper surface and is formed into a ring shape. A portion 17 is provided, and water 18 is stored inside the tank.

この修復装置では、歩廊部17上に屋根部14を囲繞する態様で回転可能な主リフト装置19を載置させるが、主リフト装置19は、歩廊部17上に立設した多数の支柱部材20と、支柱部材20の上端側に架設状態で連結するメインビーム(主梁)21と、メインビーム21に支持された水平走行レール22と、水平走行レール22に懸吊されたクレーン23を備え、支柱部材20の下端側と歩廊部17との間には図8に基づき一例を後述するように回転駆動手段を設け、歩廊部17上で主リフト装置19の全体を所望位置に回転移動させるようにしている。   In this repair device, a rotatable main lift device 19 is placed on the walkway portion 17 so as to surround the roof portion 14. The main lift device 19 has a large number of support members 20 erected on the walkway portion 17. A main beam (main beam) 21 connected to the upper end side of the column member 20 in a erected state, a horizontal traveling rail 22 supported by the main beam 21, and a crane 23 suspended from the horizontal traveling rail 22. A rotation driving means is provided between the lower end side of the column member 20 and the corridor 17 as will be described later with reference to FIG. 8 so that the entire main lift device 19 is rotated on the corridor 17 to a desired position. I have to.

主リフト装置19は、メインビーム21がラチスその他の補強部材24で補強され、メインビーム21には換気塔15と整合する軸孔部25を設け、この軸孔部25を介して図4及び図5で示すように補助リフト装置26が装着されており、補助リフト装置26はリフト支柱27とその下端側に装着した作業用足場28を備え、作業用足場28はリフト支柱27で支持してPC貯水タンク11内に懸吊されるが、軸心から半径方向へ放射状に配置する複数の作業用足場28A,28Bを備えている。   In the main lift device 19, the main beam 21 is reinforced by a lattice or other reinforcing member 24, and the main beam 21 is provided with a shaft hole portion 25 that is aligned with the ventilation tower 15. 5, an auxiliary lift device 26 is mounted. The auxiliary lift device 26 includes a lift column 27 and a work platform 28 mounted on the lower end side of the lift column 27. Although suspended in the water storage tank 11, it is provided with a plurality of working scaffolds 28A, 28B arranged radially from the axial center in the radial direction.

主リフト装置19は、地上で組み立てて大型クレーンその他の重機で歩廊部17上に吊り上げて設置し、クレーン23を用いて換気塔15の一部を解体して軸孔部25に整合する通路29を形成すると共に、保守点検用の出入り口16に開閉可能な扉を付けた仮設換気塔30を設け、この仮設換気塔30が換気塔15に替わって修復工事中におけるPC貯水タンク11内の換気を行う。   The main lift device 19 is assembled on the ground, suspended and installed on the walkway portion 17 with a large crane or other heavy equipment, and a passage 29 that disassembles a part of the ventilation tower 15 using the crane 23 and aligns with the shaft hole portion 25. In addition, a temporary ventilation tower 30 with an openable / closable door is provided at the entrance 16 for maintenance and inspection. The temporary ventilation tower 30 replaces the ventilation tower 15 to ventilate the PC water tank 11 during the repair work. Do.

補助リフト装置26は、図9及び図10に基づき一例を後述するように、主リフト装置19のメインビーム21中心に設けた旋回及び昇降駆動手段を介して、リフト支柱27の上端側が旋回及び昇降可能に支持されると共に、リフト支柱27は必要な長さ分だけ上端側に順次継ぎ足すようにし、PC貯水タンク11の底板部12上まで下降できるようにしている。   As will be described later with reference to FIGS. 9 and 10, the auxiliary lift device 26 turns and lifts the upper end side of the lift column 27 via the swing and lift drive means provided at the center of the main beam 21 of the main lift device 19. In addition to being supported in a possible manner, the lift struts 27 are sequentially added to the upper end side by a necessary length so that they can be lowered onto the bottom plate portion 12 of the PC water storage tank 11.

作業用足場28は、各作業用足場28A,28Bが伸縮可能であると共に、リフト支柱27の下端側に対して傘状に折り畳み可能であり、各作業用足場28A,28Bは縮短状態にして傘状に折り畳んで、リフト支柱27の下端側を通路29からPC貯水タンク11内に挿入した後に、傘を開いて各作業用足場28A,28Bを水平状態にし、引き出して伸長状態にしてリフト支柱27との間をロープやワイヤーなどの保持手段31によって固定している。   The work scaffolds 28A and 28B can be expanded and contracted, and the work scaffolds 28A and 28B can be folded in an umbrella shape with respect to the lower end side of the lift column 27. The work scaffolds 28A and 28B are shortened. After the lower end side of the lift column 27 is inserted into the PC water storage tank 11 from the passage 29, the umbrella is opened to bring the respective working scaffolds 28A, 28B into a horizontal state and pulled out to be in an extended state. Is fixed by a holding means 31 such as a rope or a wire.

また、主リフト装置19のメインビーム21側と補助リフト装置26の作業用足場28側との間で、作業者の出入りや資材及び機材類の受け渡しを行うために、リフト支柱27にタラップ41を設けて作業者が移動できるようにすると共に、屋根部14の中央に形成した通路29には開閉可能な通路用カバー42を被着し、この通路用カバー42を開いた状態にして、クレーン23を用いて資材及び機材類の搬入又は搬出することができるようにしている。   In addition, a trap 41 is attached to the lift column 27 in order to allow the operator to enter and exit and to deliver materials and equipment between the main beam 21 side of the main lift device 19 and the work scaffold 28 side of the auxiliary lift device 26. An opening / closing passage cover 42 is attached to the passage 29 formed in the center of the roof portion 14 so that the worker can move, and the passage cover 42 is opened so that the crane 23 It is possible to carry in and out materials and equipment using

次に、図6及び7で修復工事を説明すると、図6の左半分はPC貯水タンク11内に貯水18がある場合であって、この場合には側壁部13の外側と屋根部14の外側及び内側の補修と、屋根部14の交換を含む修復工事を行うことが可能であり、図6の右半分はPC貯水タンク11内に貯水18がない場合であって、この場合には側壁部13の外側及び内側と屋根部14の外側及び内側の補修と、屋根部14の交換を含む修復工事を行うことが可能であると共に、内部に設置された配管や昇降設備などの修復工事も可能である。   Next, the restoration work will be described with reference to FIGS. 6 and 7. The left half of FIG. 6 is a case where the water storage 18 is in the PC water storage tank 11, and in this case, the outside of the side wall portion 13 and the outside of the roof portion 14. In addition, the right half of FIG. 6 shows the case where there is no water storage 18 in the PC water storage tank 11, and in this case, the side wall portion can be repaired. It is possible to perform repair work including repair of the outside and inside of 13 and the outside and inside of the roof part 14, and replacement of the roof part 14, as well as repair work of piping and lifting equipment installed inside. It is.

修復工事を行う際には、貯水18がある場合には作業用足場28(28A,28B)を利用して、水面の上方にロープで保持した遮断用シート32を張設すると共に、遮断用シート32の上方には離間した状態で保護用シート33を張設し、水中に異物が落下して水質を汚染しないように保護したり、空気送風管34や仮設換気口35を設けて、PC貯水タンク11内の空気を浄化して作業環境を改善している。   When carrying out the restoration work, if there is a water reservoir 18, the work scaffold 28 (28 </ b> A, 28 </ b> B) is used to stretch the shut-off sheet 32 held by a rope above the water surface, and the shut-off sheet A protective sheet 33 is stretched in a state of being spaced apart above 32 so as to prevent foreign matter from falling into the water and contaminating the water quality, or by providing an air blower pipe 34 or a temporary ventilation port 35 to store PC water. The working environment is improved by purifying the air in the tank 11.

まず、側壁部13の修復工事は、側壁部13の外側に対する場合には、水平走行レール22に懸吊されたクレーン23を用いるか、主リフト装置19から昇降可能に懸吊した外装作業用のゴンドラ36を用いて行い、側壁部13の内側に対する場合には、図6のように補助リフト装置26の作業用足場28から昇降可能に懸吊した内装作業用のゴンドラ37を用いたり、図7のように水平走行レール22に懸吊されたクレーン23を用いて行いたり、昇降及び旋回移動可能な作業用足場28上から直接行うことができる。   First, the repair work of the side wall part 13 is for the exterior work that uses the crane 23 suspended from the horizontal traveling rail 22 or is suspended from the main lift device 19 so as to be lifted up and down when it is directed to the outside of the side wall part 13. When the gondola 36 is used and the inner side of the side wall 13 is used, an interior work gondola 37 suspended from the work scaffold 28 of the auxiliary lift device 26 as shown in FIG. As described above, the operation can be performed using the crane 23 suspended from the horizontal traveling rail 22 or directly from the work scaffold 28 that can move up and down and turn.

これら側壁部13の修復作業では、例えば側壁部13の外側を修復する際には、外装作業用のゴンドラ36を昇降移動させ且つ主リフト装置19を回転移動させることによって、側壁部13の外側全域を容易に修復することが可能であり、側壁部13の内側を修復する際には、内装作業用のゴンドラ37を昇降移動させ且つ補助リフト装置26を旋回移動させることによって、側壁部13の内側全域を容易に修復することが可能である。   In repairing these side wall parts 13, for example, when repairing the outside of the side wall part 13, the gondola 36 for exterior work is moved up and down and the main lift device 19 is rotated to move the entire area outside the side wall part 13. When the inside of the side wall portion 13 is repaired, the inside of the side wall portion 13 is moved by moving the gondola 37 for interior work up and down and the auxiliary lift device 26 pivoting. It is possible to easily repair the entire area.

また、側壁部13の内側を修復する場合で水平走行レール22に懸吊されたクレーン23を用いる際には、クレーン23を昇降移動させ且つ主リフト装置19を回転移動させて行われるが、その際には修復個所の上方にある屋根部14の一部を取り外す必要があるので、この場合は特に重量のある資材や機材類40の搬入又は搬出を伴い、作業用足場28に過大な荷重を負担させたくない修復作業に限定して行うことが望ましい。   Further, when repairing the inside of the side wall portion 13 and using the crane 23 suspended from the horizontal traveling rail 22, the crane 23 is moved up and down and the main lift device 19 is rotated and moved. In some cases, it is necessary to remove a part of the roof portion 14 above the restoration point. In this case, particularly heavy materials and equipment 40 are carried in or out, and an excessive load is applied to the work scaffold 28. It is desirable to do it only for repair work that you do not want to burden.

また、側壁部13の内側を修復する場合で作業用足場28(28A,28B)上で直接作業を行う際には、補助リフト装置26を操作して作業用足場28を昇降及び旋回移動させながら行うが、特に大口径の場合は作業能率を向上させ且つ各作業用足場28による偏荷重を軽減するために、円周上に沿って多くの作業用足場28を均等に配置することが望ましく、また各作業用足場28の外周側に水平方向に伸縮作動するグリッパーを装着させ、伸長させたグリッパーを側壁部13の内面に圧接して一時的に係止保持することによって、作業用足場28を更に安定化させる形態を採ることも可能である。   When the inside of the side wall portion 13 is repaired and the work is directly performed on the work scaffold 28 (28A, 28B), the auxiliary lift device 26 is operated to move the work scaffold 28 up and down and turn. However, particularly in the case of a large diameter, in order to improve the work efficiency and reduce the uneven load due to each work scaffold 28, it is desirable to arrange a large number of work scaffolds 28 along the circumference, Further, by attaching a gripper that horizontally expands and contracts to the outer peripheral side of each work scaffold 28 and pressing and holding the extended gripper against the inner surface of the side wall portion 13, the work scaffold 28 is fixed. Furthermore, it is possible to adopt a stabilizing form.

次に、屋根部14の修復工事は、屋根部14の内側に対する場合には、作業用足場28上に組み上げた仮設足場38を用いて行い、屋根部14の外側に対する場合には、水平走行レール22に懸吊されたクレーン23を用いて行うが、屋根部14に対しては単に劣化又は損傷した個所を補修するだけではなく、劣化又は損傷が著しい個所は局部的に取り外して交換することも可能であり、特に新たにコンクリート打設を行う場合には、必要に応じて屋根部14の上方に養生用シート39を張設することもでき、重量のある資材及び機材類40でもクレーン23を用いて搬入又は搬出することができる。   Next, the repair work of the roof portion 14 is performed using the temporary scaffold 38 assembled on the work scaffold 28 when the roof portion 14 is inside, and when the roof portion 14 is outside the horizontal portion, the horizontal running rail is used. However, the roof portion 14 is not only repaired at a deteriorated or damaged portion, but can be locally removed and replaced at a location where the deterioration or damage is significant. In particular, when a new concrete placement is performed, a curing sheet 39 can be stretched above the roof portion 14 as necessary, and the crane 23 can be attached even with heavy materials and equipment 40. Can be carried in or out.

これら屋根部14の修復作業では、例えば屋根部14の内側を修復する際には、リフト支柱27に設けたタラップ41を介して作業用足場28に作業者を移動させると共に、通路用カバー42を開いた状態にして通路29から作業用足場28に資材及び機材類の搬入を行い、作業用足場28上に仮設足場38を組み上げた後に、補助リフト装置26で作業用足場28を旋回させながら、作業用足場28上から修復作業を行う。   In repairing these roof portions 14, for example, when repairing the inside of the roof portion 14, the worker is moved to the work scaffold 28 via the trapping 41 provided on the lift column 27 and the passage cover 42 is attached. In the open state, materials and equipment are carried from the passage 29 to the work scaffold 28, and after the temporary scaffold 38 is assembled on the work scaffold 28, the auxiliary lift device 26 turns the work scaffold 28, Repair work is performed on the work scaffold 28.

また、屋根部14の外側を修復する際には、水平走行レール22に懸吊されたクレーン23を用いたり、主リフト装置19から昇降可能に懸吊した外装作業用のゴンドラ36を用いて行うが、屋根部に荷重を負担させることのない形態であるから、劣化や損傷が著しい屋根部の一部を交換する修復作業を行うことが可能であり、これらの修復作業に必要な資材や機材類40は、重量物であっても大型クレーンなどの重機を使用しないで、クレーン23を用いて容易に搬入及び搬出することができる。   Further, when the outside of the roof portion 14 is repaired, a crane 23 suspended from the horizontal traveling rail 22 is used, or an exterior work gondola 36 suspended from the main lift device 19 so as to be lifted and lowered is used. However, because it is a form that does not load the roof, it is possible to perform repair work to replace a part of the roof that is significantly deteriorated or damaged, and materials and equipment necessary for these repair work The class 40 can be easily loaded and unloaded using the crane 23 without using heavy equipment such as a large crane even if it is a heavy object.

図8は、主リフト装置19を歩廊部17上で回転移動可能にする回転駆動手段の一例を示すが、ガイドレール43を環状に装着した案内部材44を、アンカー部材45を介して歩廊部17の上面に取り付け、各支柱部材20の下端側は環状の連結部材46を介して相互に連結され、連結部材46にはガイドレール43に沿って走行する駆動車輪47を取付けると共に、駆動車輪47の車軸はタイミングベルトやギヤその他の動力伝達手段48を介して減速機付きの駆動モータ49に連結されている。   FIG. 8 shows an example of a rotation driving means that allows the main lift device 19 to rotate on the walkway portion 17. The guide member 44 with the guide rail 43 mounted in an annular shape is connected via the anchor member 45 to the walkway portion 17. The lower end side of each column member 20 is connected to each other via an annular connecting member 46, and a driving wheel 47 that travels along the guide rail 43 is attached to the connecting member 46. The axle is connected to a drive motor 49 with a speed reducer via a timing belt, gears and other power transmission means 48.

また回転駆動手段には、走行を安定化させるために連結部材46の内側面には、案内部材44の内側面に沿って転動するガイドローラ50を設けると共に、走行位置を検出するために連結部材46の外側面には、案内部材44の外側面に沿って摺動する位置検出センサ51を設け、駆動モータ49を遠隔制御などによって回転させると、駆動車輪47がガイドレール43に沿って走行し、主リフト装置19の全体を回転移動させて所望位置で停止させることが可能であり、なお歩廊部17の外側には手摺り52が装着されている。   In addition, the rotation driving means is provided with a guide roller 50 that rolls along the inner surface of the guide member 44 on the inner surface of the connecting member 46 in order to stabilize traveling, and is connected to detect the traveling position. A position detection sensor 51 that slides along the outer surface of the guide member 44 is provided on the outer surface of the member 46, and the drive wheel 47 travels along the guide rail 43 when the drive motor 49 is rotated by remote control or the like. The entire main lift device 19 can be rotated and stopped at a desired position, and a handrail 52 is attached to the outside of the corridor 17.

図9及び図10は、主リフト装置19に対する補助リフト装置26の旋回及び昇降移動手段の一例を示すが、メインビーム21の中央にはガイドレール53を環状に設けると共に、ガイドレール53に沿って走行する駆動車輪54を底部に装着した架台部55を載置させ、架台部55には旋回移動用として減速機付きの駆動モータ56を装着し、駆動モータ56と駆動車輪54の車軸との間を動力伝達手段57を介して連結させている。   FIGS. 9 and 10 show an example of the turning and raising / lowering movement means of the auxiliary lift device 26 with respect to the main lift device 19, and a guide rail 53 is annularly provided at the center of the main beam 21 and along the guide rail 53. A pedestal portion 55 with a traveling drive wheel 54 attached to the bottom is placed, and a traction motor 55 with a speed reducer is attached to the pedestal portion 55 for swivel movement, between the drive motor 56 and the axle of the drive wheel 54. Are connected via a power transmission means 57.

また、メインビーム21には昇降移動用として減速機付きの駆動モータ58とピニオン59を装着し、駆動モータ58とピニオン59の間をタイミングベルトその他の動力伝達手段60で連結すると共に、リフト支柱27の外周にはピニオン59に噛み合うラック61を設け、ピニオン59の上下位置にはリフト支柱27に圧接するストッパー用のカム部材62,63が装着されている。   A drive motor 58 and a pinion 59 with a speed reducer are mounted on the main beam 21 for moving up and down, the drive motor 58 and the pinion 59 are connected by a timing belt and other power transmission means 60, and the lift column 27 A rack 61 that meshes with the pinion 59 is provided on the outer periphery of the pinion. Stopper cam members 62 and 63 that are in pressure contact with the lift column 27 are mounted on the upper and lower positions of the pinion 59.

さらに、架台部55には伸長時にリフト支柱27に圧接するストッパー用のジャッキ64を装着させると共に、架台部55の上部にはストッパー受け部材65を設け、ストッパー受け部材65に係止されるストッパー部材66を、リフト支柱27の上端側から水平に突設させている。   Furthermore, a stopper jack 64 that presses against the lift column 27 is attached to the pedestal 55, and a stopper receiving member 65 is provided on the upper portion of the pedestal 55, and is a stopper member that is locked to the stopper receiving member 65. 66 protrudes horizontally from the upper end side of the lift column 27.

旋回及び昇降移動手段は、リフト支柱27を介して作業用足場28を旋回移動させる際には、ストッパー用のジャッキ64を伸長させてリフト支柱27に圧接させると共に、ピニオン59及びストッパー用のカム部材62,63をリフト支柱27から引き離した状態にし、減速機付きの駆動モータ56を回転駆動させるとガイドレール53に沿って駆動車輪54が走行するので、架台部55とリフト支柱27が連動回転しながら作業用足場28を旋回移動させることができる。   When turning and moving the working scaffold 28 via the lift column 27, the turning and lifting / lowering means extends the jack 64 for stopper and presses it against the lift column 27, as well as the pinion 59 and the cam member for the stopper. When the drive motor 56 with a speed reducer is driven to rotate when the 62 and 63 are separated from the lift column 27 and the drive wheel 54 travels along the guide rail 53, the gantry 55 and the lift column 27 rotate in conjunction with each other. The work scaffold 28 can be swung while moving.

また、リフト支柱27を介して作業用足場28を昇降移動させる際には、ストッパー用のジャッキ64を縮短させてリフト支柱27から引き離すと共に、ピニオン59をリフト支柱27のラック61に噛み合わせ且つ、ストッパー用のカム部材62,63をリフト支柱27に圧接した状態にし、減速機付きの駆動モータ58を回転駆動させるとガイドレール53が昇降移動されるので、作業用足場28を昇降移動させることができる。   Further, when the work scaffold 28 is moved up and down via the lift column 27, the stopper jack 64 is shortened and pulled away from the lift column 27, and the pinion 59 is engaged with the rack 61 of the lift column 27, and When the cam members 62 and 63 for stopper are brought into pressure contact with the lift column 27 and the drive motor 58 with a speed reducer is rotationally driven, the guide rail 53 is moved up and down, so that the work scaffold 28 can be moved up and down. it can.

以上の実施形態による修復装置では、側壁部13の上端側に形成した歩廊部17上に、屋根部14を囲繞する態様で主リフト装置19を回転可能に設け、この主リフト装置19に水平走行レール22に懸吊されたクレーン23を装着したことによって、屋根部14の交換を含むPC貯水タンク11の外側に対する修復作業を容易に行うことができると共に、PC貯水タンク11の内部に設置する作業用足場28を、主リフト装置19の中心に装着した旋回及び昇降可能なリフト支柱27に支持させた補助リフト装置26を設けたことによって、貯水18の有無に係わらず、側壁部13及び屋根部14の内側に対する修復作業を安全で容易且つ確実に行うことができる。   In the repair device according to the above embodiment, the main lift device 19 is rotatably provided on the walkway portion 17 formed on the upper end side of the side wall portion 13 so as to surround the roof portion 14. By installing the crane 23 suspended from the rail 22, it is possible to easily perform repair work on the outside of the PC water tank 11 including replacement of the roof portion 14, and to install the PC water tank 11 inside. By providing the auxiliary lift device 26 that supports the scaffold 28 on the lift column 27 that can be turned and raised and mounted at the center of the main lift device 19, the side wall portion 13 and the roof portion regardless of the presence or absence of the water storage 18. The repairing operation for the inside of 14 can be performed safely, easily and reliably.

すなわち、在来の修復工法のように、底板部側から屋根部の内側まで仮設足場を組み上げる場合とは異なり、多量の資材や機材類及び作業者を必要としないので、工費の節減と工期の短縮が可能であると共に、殺菌などの目的で貯水中に添加される塩素から発生するガスの影響で、PC貯水タンク中で最も劣化や損傷を受け易い屋根部の内側に対する修復作業を、貯水状態でも容易に実施することが可能であるので、稼働中止による経済的損失を著しく軽減することができる。   In other words, unlike the conventional restoration method, unlike the case where a temporary scaffold is assembled from the bottom plate side to the inside of the roof portion, a large amount of materials, equipment, and workers are not required. It can be shortened, and the repair work on the inside of the roof part that is most susceptible to deterioration and damage in the PC water tank due to the effect of gas generated from chlorine added to the water for sterilization etc. However, since it can be carried out easily, the economic loss due to the suspension of operation can be significantly reduced.

また、特許文献1又は特許文献3の修復装置のように、底板部側から立設して屋根部を支える支持柱をタンクの中央に設け、支持柱に取り付けた回転枠上に仮設足場を組み上げる場合とは異なり、タンクの下部側には修復用の設備を装着しない形態であるから、貯水状態のタンクでも修復用の設備を装着して修復作業を行うことが可能であり、しかも貯水に対して水質を汚染させる恐れもない。   Moreover, like the repair apparatus of patent document 1 or patent document 3, the support pillar which stands from the baseplate part side and supports a roof part is provided in the center of a tank, and a temporary scaffold is assembled on the rotation frame attached to the support pillar. Unlike the case, since the repair facility is not installed on the lower side of the tank, it is possible to perform repair work by installing the repair facility even in a reservoir tank. There is no risk of contaminating water.

また、特許文献2又は特許文献4の修復装置のように、タンクの屋根部から作業用足場を吊り下げる場合とは異なり、主リフト装置19から吊り下げた補助リフト装置26に作業用足場を設けた形態であるから、屋根部に荷重を負担させることなく安全で容易且つ確実に修復作業を行うことができる。   Further, unlike the case of the repair device of Patent Document 2 or Patent Document 4, unlike the case where the work scaffold is suspended from the roof portion of the tank, the work scaffold is provided on the auxiliary lift device 26 suspended from the main lift device 19. Therefore, the repair work can be performed safely, easily and reliably without burdening the roof with a load.

また、特許文献1〜4のいずれの修復装置の場合であっても、屋根部及び側壁部の外部に対して修復作業を行う際には、別途に修復用の設備を用意する必要があると共に、特に特許文献2又は4の場合には屋根部の一部を交換するような修復作業を行うことができないが、以上の実施形態による修復装置では別途に修復用の設備を用意する必要がなく、主リフト装置19によって屋根部及び側壁部の外部の修復作業と屋根部の一部を交換する修復作業を行うことが可能である。   Moreover, in the case of any of the repair devices of Patent Documents 1 to 4, when repair work is performed on the outside of the roof portion and the side wall portion, it is necessary to prepare a separate repair facility. In particular, in the case of Patent Document 2 or 4, it is not possible to perform a repairing operation such as exchanging a part of the roof portion. However, the repairing apparatus according to the above embodiment does not require a separate repairing facility. The main lift device 19 can perform a repair work for the exterior of the roof and side walls and a repair work for exchanging a part of the roof.

なお、本発明は以上の実施形態に限定されることなく、要旨の範囲内で各種の変形を採り得るものであって、例えば図示の実施形態では作業用足場28として、PC貯水タンク11の中心から2つの各作業用足場28A,28Bを半径方向に延在させているが、3つ以上の各作業用足場を設ける形態を採ることも可能であり、また主リフト装置19を回転移動させる駆動機構及び、補助リフト装置26を旋回並びに昇降移動させる駆動機構には、同様に機能する公知による各種の駆動機構を適用した形態を採ることができる。   The present invention is not limited to the above-described embodiment, and various modifications can be made within the scope of the gist. For example, in the illustrated embodiment, the center of the PC water tank 11 is used as the work scaffold 28. The two working scaffolds 28A and 28B extend in the radial direction, but it is possible to adopt a form in which three or more working scaffolds are provided, and the main lift device 19 is driven to rotate. As the mechanism and the drive mechanism that turns and moves the auxiliary lift device 26 up and down, various well-known drive mechanisms that function similarly can be applied.

また、図示の実施形態では側壁部13の頂部に形成されたテンションリング兼用の歩廊部17を利用し、歩廊部17上に主リフト装置19を回転移動可能に設置したが、歩廊部又はテンションリングのいずれか一方又は双方が単独で形成された円筒状構造物及び、歩廊部やテンションリング以外でも側壁頂部に形成した一定幅をしたリング状の載置面を有する場合には、これらを利用して主リフト装置19を設置する形態を採ることが可能であり、適当なリング状の載置面がない場合には側壁頂部に新たに構築して利用する。   Further, in the illustrated embodiment, the main lift device 19 is rotatably installed on the walkway portion 17 using the walkway portion 17 also serving as a tension ring formed on the top of the side wall portion 13. If one or both of them have a cylindrical structure formed independently and a ring-shaped mounting surface with a certain width formed on the top of the side wall other than the corridor and tension ring, these are used. Thus, it is possible to adopt a form in which the main lift device 19 is installed. If there is no appropriate ring-shaped mounting surface, the main lift device 19 is newly constructed on the top of the side wall and used.

図示の実施形態では、円筒状構造物としてPC貯水タンクを実施対象とした修復装置を説明したが、PC貯水タンクの他にも例えば都市ガスやLPGガスなどの貯蔵タンクや、競技場又は球技場用のドーム屋根付き構造物など、ドーム状の屋根部を備えた各種の円筒状構造物に対し、本発明による修復装置を適用することが可能である。   In the illustrated embodiment, the restoration device for implementing the PC water tank as a cylindrical structure has been described. However, in addition to the PC water tank, for example, a storage tank such as city gas or LPG gas, a stadium or a ball game field The repair device according to the present invention can be applied to various cylindrical structures having a dome-shaped roof portion, such as a structure with a dome roof.

在来工法による円筒状構造物の修復工法をPC貯水タンクに適用した説明図であって、PC貯水タンクの貯水稼働時における実施形態を示す。It is explanatory drawing which applied the restoration construction method of the cylindrical structure by a conventional construction method to PC water storage tank, Comprising: The embodiment at the time of the water storage operation of PC water storage tank is shown. 在来工法による円筒状構造物の修復工法をPC貯水タンクに適用した説明図であって、PC貯水タンクの貯水休止時における実施形態を示す。It is explanatory drawing which applied the restoration construction method of the cylindrical structure by a conventional construction method to PC water storage tank, Comprising: The embodiment at the time of the water storage suspension of PC water storage tank is shown. 本発明による円筒状構造物の修復装置をPC貯水タンクに適用した説明図であって、歩廊部上に主リフト装置を回転可能に装着した実施形態を示す。It is explanatory drawing which applied the restoration | repair apparatus of the cylindrical structure by this invention to PC water storage tank, Comprising: Embodiment which mounted | maintained the main lift apparatus rotatably on the corridor part is shown. 図3の主リフト装置に補助リフト装置を装着する実施形態を示す。4 shows an embodiment in which an auxiliary lift device is mounted on the main lift device of FIG. 図4の補助リフト装置をPC貯水タンク内に設置する実施形態を示す。5 shows an embodiment in which the auxiliary lift device of FIG. 4 is installed in a PC water storage tank. 図5の主・補助リフト装置を用いて行う修復工法の説明図であって、左半分は貯水稼働時における実施形態を、右半分は貯水休止時における実施形態を示す。It is explanatory drawing of the repair construction method performed using the main / auxiliary lift apparatus of FIG. 5, Comprising: The left half shows embodiment at the time of water storage operation, and the right half shows embodiment at the time of water storage stop. 図5の主・補助リフト装置を用いて行う修復工法の全体説明図を示す。The whole explanatory drawing of the repair construction method performed using the main / auxiliary lift apparatus of FIG. 5 is shown. 主リフト装置を回転移動可能にする回転駆動手段の説明図を示す。Explanatory drawing of the rotation drive means which enables the main lift apparatus to rotate is shown. 補助リフト装置を旋回移動可能にする旋回駆動手段の説明図を示す。The explanatory view of the turning drive means which makes the auxiliary lift device turnable is shown. 補助リフト装置を昇降移動可能にする昇降駆動手段の説明図を示す。Explanatory drawing of the raising / lowering drive means which enables the auxiliary lift apparatus to move up and down is shown.

符号の説明Explanation of symbols

11 PC貯水タンク(円筒状構造物)
12 底板部
13 側壁部
14 屋根部(ドーム状屋根)
15 換気塔
16 (保守点検用の)出入り口
17 歩廊部(リング状の載置面)
18 貯水
19 主リフト装置
20 支柱部材
21 メインビーム(主梁)
22 水平走行レール
23 クレーン
24 補強部材
25 軸孔部
26 補助リフト装置
27 リフト支柱
28,28A,28B 作業用足場
29 通路
30 仮設換気塔
31 保持手段
32 遮水用シート
33 保護用シート
34 空気送風管
35 仮設換気口
36,37 ゴンドラ
38 仮設足場
39 養生用シート
40 資材材及び機材類
41 タラップ
42 通路用カバー
11 PC water storage tank (cylindrical structure)
12 Bottom plate part 13 Side wall part 14 Roof part (dome-shaped roof)
15 Ventilation tower 16 Entrance / exit 17 (for maintenance and inspection) Walkway (ring-shaped mounting surface)
18 Water storage 19 Main lift device 20 Strut member 21 Main beam (main beam)
22 Horizontal traveling rail 23 Crane 24 Reinforcement member 25 Shaft hole portion 26 Auxiliary lift device 27 Lift column 28, 28A, 28B Working scaffold 29 Passage 30 Temporary ventilation tower 31 Holding means 32 Water shielding sheet 33 Protection sheet 34 Air blower pipe 35 Temporary ventilation openings 36, 37 Gondola 38 Temporary scaffolding 39 Curing sheet 40 Materials and equipment 41 Trapping 42 Passage cover

Claims (3)

ドーム状の屋根部が装着された側壁部の頂部側にリング状に形成した平坦な載置面を設け、この載置面上には屋根部を囲繞する態様で主リフト装置を回転移動可能に設けると共に、この主リフト装置の中央には補助リフト装置を設け、前記主リフト装置には水平走行レールに懸吊されたクレーンが装着され、前記補助リフト装置には円筒状構造物の内部に設置する作業用足場を支持したリフト支柱が、前記主リフト装置に対して旋回及び昇降移動可能に装着されていることを特徴とする円筒状構造物の修復装置。   A flat mounting surface formed in a ring shape is provided on the top side of the side wall portion on which the dome-shaped roof portion is mounted, and the main lift device can be rotated and moved on the mounting surface in a manner surrounding the roof portion. An auxiliary lift device is provided at the center of the main lift device, and a crane suspended from a horizontal traveling rail is mounted on the main lift device, and the auxiliary lift device is installed inside a cylindrical structure. An apparatus for repairing a cylindrical structure, wherein a lift column supporting a working scaffold is mounted so as to be capable of turning and moving up and down with respect to the main lift device. 前記円筒状構造物の側壁頂部に既設された歩廊部又はテンションリングその他の構造部を、前記リング状に形成した平坦な載置面として利用する請求項1に記載した円筒状構造物の修復装置。   The cylindrical structure restoration device according to claim 1, wherein a stairway portion or a tension ring or other structural portion already provided on the top of the side wall of the cylindrical structure is used as a flat mounting surface formed in the ring shape. . 前記主リフト装置のメインビームから外装作業用のゴンドラを昇降可能に懸吊すると共に、前記補助リフト装置の作業用足場から内装作業用のゴンドラを昇降可能に懸吊する請求項1又は2に記載した円筒状構造物の修復装置。   The gondola for exterior work is suspended from the main beam of the main lift device so that it can be raised and lowered, and the gondola for interior work is suspended from the work scaffold for the auxiliary lift device so that it can be raised and lowered. Repair device for cylindrical structures.
JP2003354949A 2003-10-15 2003-10-15 Cylindrical structure repair device Expired - Lifetime JP4200076B2 (en)

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