JP2011121667A - Method and device for constructing indoor crane - Google Patents

Method and device for constructing indoor crane Download PDF

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JP2011121667A
JP2011121667A JP2009279026A JP2009279026A JP2011121667A JP 2011121667 A JP2011121667 A JP 2011121667A JP 2009279026 A JP2009279026 A JP 2009279026A JP 2009279026 A JP2009279026 A JP 2009279026A JP 2011121667 A JP2011121667 A JP 2011121667A
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building
indoor crane
crane
construction
indoor
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Yoshimitsu Kanda
吉充 神田
Junji Ninomiya
準二 二野宮
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method of an indoor crane, for carrying out a construction within a reduced space and a short time period. <P>SOLUTION: Prior to lifting to lay or lowering to remove a girder W and the like of an overhead traveling crane over overhead traveling rails 18 in a building 10, four wire clamp jacks 15a-15d are intensively and temporarily installed to the center portion of a ceiling steel frame 12 of the building 10. The girder W and the like are lifted to lay or lowered to remove with use of the four wire clamp jacks 15a-15d. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、建屋内のレードルクレーンや天井走行クレーン等の屋内クレーンの施工方法及び装置に関する。   The present invention relates to a construction method and apparatus for an indoor crane such as a ladle crane or an overhead traveling crane in a building.

一般に、この種の屋内クレーンを、建屋の新設又は既設を問わず、上架又は下架する際には、後述するレッカー工法とウインチ工法(建屋梁工法)とジャッキアップ(ダウン)工法の何れかが採用されることは良く知られている。   In general, when this type of indoor crane is mounted on or under construction, regardless of whether the building is newly installed or existing, either the tow method, the winch method (building beam method), or the jack-up (down) method described later is used. It is well known to be adopted.

レッカー工法は、例えば図5に示すように、建屋100の外から(内からの場合もある)大型重機であるレッカー(クローラ)101を使用して天井走行クレーン等におけるガーダ102等を建屋100内のレール103上に上架する工法である。   For example, as shown in FIG. 5, the wrecker method uses a wrecker (crawler) 101 which is a large heavy machine from the outside of the building 100 (in some cases, from inside). This is a construction method of overhanging on the rail 103.

ウインチ工法(建屋梁工法)は、例えば図6に示すように、建屋100の梁104に吊設された吊具105aや吊り具105bをそれぞれワイヤー106a,106bを介して床上に設置したウインチ107a,107bによりガーダ等を巻き上げる工法である。   For example, as shown in FIG. 6, the winch method (building beam method) is a winch 107a in which a hanging tool 105a and a hanging tool 105b suspended from a beam 104 of the building 100 are installed on the floor via wires 106a and 106b, respectively. This is a method of winding up girder etc. by 107b.

ジャッキアップ(ダウン)工法は、例えば図7に示すように、ジャッキ108a,108bでガーダ(主桁)102を押し上げた後、支持架構109上のターンテーブル110にガーダ(主桁)102を仮受けするなどして、ガーダ(主桁)102を建屋内のレール103上に上架する工法である。   For example, as shown in FIG. 7, the jack-up (down) construction method pushes up the girder (main girder) 102 with jacks 108 a and 108 b and then temporarily receives the girder (main girder) 102 on the turntable 110 on the support frame 109. For example, the girder (main girder) 102 is overlaid on the rail 103 in the building.

特開2002−255477号公報JP 2002-255477 A 特開平9−240988号公報Japanese Patent Laid-Open No. 9-240988

しかしながら、屋内クレーンの施工にあたっては、
(1)建屋内のスペースに限りがあると共に、特に既設の建屋にあっては設備が既に配置されているため、レッカー(クローラ)101、ウインチ107a,107b、ジャッキ108a,108b等を設置するスペースが無い。
(2)建屋の新設又は既設を問わず、建屋外は建屋が隣接しているなど、レッカー(クローラ)101を設置するスペースが無い。
(3)建屋の新設又は既設を問わず、建屋内にウインチ107a,107bのワイヤー106a,106bを配索するルートが限られると共に、配索のための転向滑車が必要であり、その建屋における取付け部(梁等)の補強が必要となる。
等で、上述した何れの工法も施工が非常に困難であり、事前段取り工期が長くなるという問題点があった。
However, when constructing an indoor crane,
(1) The space in the building is limited, and particularly in the existing building, the facilities are already arranged, so the space for installing the wrecker (crawler) 101, winches 107a and 107b, jacks 108a and 108b, etc. There is no.
(2) Regardless of whether a new building or an existing building is installed, there is no space for installing the wrecker (crawler) 101 such that the building is adjacent to the outside of the building.
(3) Regardless of whether the building is newly installed or existing, the route for routing the wires 106a, 106b of the winches 107a, 107b is limited in the building, and a turning pulley is required for routing, and installation in the building Reinforcement of parts (beams, etc.) is required.
Thus, any of the above-described construction methods has a problem that construction is very difficult and the pre-setup construction period becomes long.

尚、屋外クレーンの施工方法においては、特許文献1で、クレーン組立場に立設した4本の支柱にそれぞれジャッキアップ装置を設置してこのジャッキアップ装置により吊りビームを介してクレーンの上部構造体を昇降させるクレーン上部構造体上架装置が開示され、また特許文献2では、クレーン組立場に立設した門型ポストにブーム・ガーダブロック用揚重機を搭載してこのブーム・ガーダブロック用揚重機によりブーム・ガーダブロックを昇降させる橋型クレーンの組み立て工法が開示されている。   In addition, in the construction method of an outdoor crane, in patent document 1, the jackup apparatus was installed in each of the four support | pillars erected in the crane assembly site, and the upper structure body of the crane via the suspension beam by this jackup apparatus. A crane upper structure lifting device for raising and lowering a crane is disclosed, and in Patent Document 2, a boom / girder block lifting machine is mounted on a portal post erected on a crane assembly site, and the boom / girder block lifting machine is used. An assembly method of a bridge crane for raising and lowering a boom and girder block is disclosed.

しかしながら、特許文献1及び2に開示された工法にあっては、4本の支柱や門型ポストを立設する必要があると共に複数個のジャッキアップ装置やブーム・ガーダブロック用揚重機を分散して設置することから、大掛かりな施工となり、屋内クレーンの施工には採用が困難である。   However, in the construction methods disclosed in Patent Documents 1 and 2, it is necessary to stand up to four columns and portal posts, and a plurality of jack-up devices and boom / girder block hoists are distributed. Therefore, it is a large-scale construction, and it is difficult to adopt it for construction of indoor cranes.

そこで、本発明は、省スペースでかつ短期間で施工可能な屋内クレーンの施工方法及び装置を提供することを目的とする。   Then, an object of this invention is to provide the construction method and apparatus of the indoor crane which can be constructed in a space-saving and short period of time.

斯かる目的を達成するための本発明に係る屋内クレーンの施工方法は、
建屋内の設置位置に対し、屋内クレーンを上架又は下架させるのに先立って、建屋の梁部材に昇降装置を仮設し、該昇降装置により前記屋内クレーンを上架又は下架させることを特徴とする。
The construction method of an indoor crane according to the present invention for achieving such an object is as follows.
Prior to setting up or lowering an indoor crane with respect to an installation position in a building, a lifting device is temporarily installed on a beam member of the building, and the indoor crane is lifted or lowered by the lifting device. .

斯かる目的を達成するための本発明に係る屋内クレーンの施工装置は、
建屋内の設置位置に対し、屋内クレーンを上架又は下架させる施工装置であって、建屋の梁部材に、前記屋内クレーンを上架又は下架させる昇降装置を仮設したことを特徴とする。
In order to achieve such an object, an indoor crane construction apparatus according to the present invention comprises:
A construction device for raising or lowering an indoor crane with respect to an installation position in a building, wherein a lifting device for raising or lowering the indoor crane is temporarily installed on a beam member of the building.

前記昇降装置は、前記梁部材に設置された架台上に複数個のワイヤークランプジャッキが集約的に据え付けられてなることを特徴とする。   The lifting device is characterized in that a plurality of wire clamp jacks are collectively installed on a frame installed on the beam member.

前記複数個のワイヤークランプジャッキの一部は、前記架台上を水平方向に移動可能になっていることを特徴とする。   A part of the plurality of wire clamp jacks is movable in the horizontal direction on the gantry.

前記昇降装置は、旋回吊具を介して前記屋内クレーンを上架又は下架させることを特徴とする。   The lifting device is characterized in that the indoor crane is suspended or suspended via a swing hanger.

本発明に係る屋内クレーンの施工方法及び装置によれば、建屋の梁部材における中央部に昇降装置を仮設するという簡単かつ安価な手段により、建屋内の設置位置に対し屋内クレーンを上架又は下架させることができるので、省スペースでかつ短期間で施工可能である。   According to the construction method and apparatus for an indoor crane according to the present invention, the indoor crane is elevated or suspended from the installation position in the building by a simple and inexpensive means of temporarily installing a lifting device in the center of the beam member of the building. Therefore, it can be constructed in a short time with a small space.

本発明の一実施例を示す屋内クレーンの施工装置の側面図である。It is a side view of the construction apparatus of the indoor crane which shows one Example of this invention. 同じく正面図である。It is also a front view. 同じく平面図である。It is also a plan view. 同じく要部拡大図である。It is the principal part enlarged view similarly. レッカー工法の説明図である。It is explanatory drawing of a wrecker construction method. ウインチ工法(建屋梁工法)の説明図である。It is explanatory drawing of a winch construction method (building beam construction method). ジャッキアップ(ダウン)工法の説明図である。It is explanatory drawing of a jack-up (down) construction method.

以下、本発明に係る屋内クレーンの施工方法及び装置を実施例により図面を用いて詳細に説明する。   Hereinafter, an indoor crane construction method and apparatus according to the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明の一実施例を示す屋内クレーンの施工装置の側面図、図2は同じく正面図、図3は同じく平面図、図4は同じく要部拡大図である。   FIG. 1 is a side view of an indoor crane construction apparatus showing an embodiment of the present invention, FIG. 2 is a front view of the same, FIG. 3 is a plan view of the same, and FIG.

図1乃至図3に示すように、建屋10は前後及び左右の柱11間に天井鉄骨(梁部材)12が架設されその上方に屋根13を支持してなる。また、二重に立設された左右の内側の柱11の上端には天井走行レール18が前後方向に敷設され、この天井走行レール18上を屋内クレーンとしてのガーダWが上架されて走行可能になっている。   As shown in FIGS. 1 to 3, the building 10 has a ceiling steel frame (beam member) 12 installed between the front and rear and left and right columns 11 and supports a roof 13 above it. In addition, an overhead traveling rail 18 is laid in the front-rear direction on the upper ends of the left and right inner pillars 11 that are erected in a double manner, and a girder W as an indoor crane is placed on the overhead traveling rail 18 so as to be able to travel. It has become.

前記天井鉄骨12の左右方向中央部には、上段架台17aと下段架台17bとからなる架台17を介して後述する昇降装置14が仮設され、この昇降装置14により旋回吊具19を介して前述したガーダWが上架あるいは下架されるようになっている。   A lifting device 14, which will be described later, is temporarily installed at a central portion in the left-right direction of the ceiling steel frame 12 via a mount 17 including an upper mount 17a and a lower mount 17b. The girder W is adapted to be overlaid or underlaid.

前記昇降装置14は、図4に示すように、前記方形状の上段架台17a上に複数個(図示例では4個)のワイヤークランプジャッキ15a〜15dが、上段架台17aの4隅に位置して集約的に据え付けられ、それらから垂下された4本のワイヤー16a〜16dの下端がそれぞれ前記旋回吊具19のワイヤー掛け部19bに連繋されてなる。   As shown in FIG. 4, the lifting device 14 includes a plurality (four in the illustrated example) of wire clamp jacks 15a to 15d on the upper upper stage 17a of the rectangular shape, positioned at the four corners of the upper stage 17a. The lower ends of the four wires 16 a to 16 d that are installed in an integrated manner and are suspended from them are connected to the wire hooking portion 19 b of the swivel hanger 19.

前記ワイヤークランプジャッキ15a〜15dは、クランプ−アンクランプ機構が上下に対になって設けられ、これらが交互に作動して油圧ジャッキにより4本のワイヤー16a〜16dを、所謂尺取り虫の如く、引き上げたり引き下ろしたりする公知のものである。   The wire clamp jacks 15a to 15d are provided with a pair of clamp and unclamp mechanisms, which are alternately operated to pull up the four wires 16a to 16d by a hydraulic jack like a so-called scale insect. It is a well-known thing to pull down.

前記旋回吊具19は、ガーダWの一端部にロープを掛けて作業者が地上(床上)から所要の方向へ引っ張ることで、その本体部19aに内蔵された旋回機構を介してワイヤー掛け部19bとの間で旋回可能になっている。   The swivel hanger 19 hangs a rope on one end of the girder W, and an operator pulls it from the ground (on the floor) in a required direction, so that the wire hanger 19b via a swivel mechanism built in the main body 19a. It is possible to turn between.

また、本実施例では、4個のワイヤークランプジャッキ15a〜15dのうち、クレーン走行方向の後方の2個のワイヤークランプジャッキ15c,15dが対となって、下段架台17b上を前後方向に伸縮可能な上段架台17aと共に、下段架台17bの長孔17cを介して前後方向に水平移動可能になっている。   In the present embodiment, of the four wire clamp jacks 15a to 15d, the two wire clamp jacks 15c and 15d on the rear side in the crane traveling direction can be paired to extend and contract on the lower stage base 17b in the front-rear direction. Along with the upper stage base 17a, it can move horizontally in the front-rear direction through the elongated hole 17c of the lower stage base 17b.

即ち、前方の2個のワイヤークランプジャッキ15a,15bと後方の2個のワイヤークランプジャッキ15c,15dとの前後方向の2点で、旋回させる必要のない(旋回吊具19を使用しない)屋内クレーンのトロリ等横行装置を上架あるいは下架し得るようになっている。   That is, an indoor crane that does not need to be swiveled (the swivel hanger 19 is not used) at two points in the front-rear direction of the two front wire clamp jacks 15a and 15b and the two rear wire clamp jacks 15c and 15d. The traversing device such as a trolley can be mounted on or under.

このように構成されるため、建屋10の新設又は既設を問わず、天井走行クレーンの施工にあたっては、先ず、建屋10の天井鉄骨12に架台17を介して昇降装置14を仮設する。   Since it is configured in this way, regardless of whether the building 10 is newly installed or existing, first, the lifting device 14 is temporarily installed on the ceiling steel frame 12 of the building 10 via the mount 17 in the construction of the overhead traveling crane.

そして、例えば天井走行レール18上に屋内クレーンとしてのガーダWを上架する際には、昇降装置14のワイヤークランプジャッキ15a〜15dから垂下した4本のワイヤー16a〜16dの下端に旋回吊具19を連結する(図4参照)と共に、この旋回吊具19を地上(床上)にあるガーダW(図1及び図2の二点鎖線参照)と連結する。   For example, when the girder W as an indoor crane is placed on the overhead traveling rail 18, the swivel hanger 19 is attached to the lower ends of the four wires 16 a to 16 d suspended from the wire clamp jacks 15 a to 15 d of the lifting device 14. In addition to being connected (see FIG. 4), the swivel hanger 19 is connected to a girder W (see the two-dot chain line in FIGS. 1 and 2) on the ground (on the floor).

この状態から、ワイヤークランプジャッキ15a〜15dによりガーダWを天井走行レール18の上方まで吊り上げたら(図1の二点鎖線参照)、前述した方法でガーダWを90度水平旋回させる(図1及び図2の実線参照)。   From this state, when the girder W is lifted above the overhead traveling rail 18 by the wire clamp jacks 15a to 15d (see the two-dot chain line in FIG. 1), the girder W is horizontally rotated 90 degrees by the method described above (FIGS. 1 and FIG. 1). (See solid line 2).

この後、ワイヤークランプジャッキ15a〜15dによりガーダWを吊り下げて左右一対の天井走行レール18上に上架すれば良い。尚、天井走行レール18上からガーダWを下架する際は、上述した上架動作の逆動作を行えば良いことは自明である。   Thereafter, the girder W may be suspended by the wire clamp jacks 15a to 15d and placed on the pair of left and right ceiling traveling rails 18. Obviously, when the girder W is suspended from the overhead traveling rail 18, the reverse operation of the above-described overhead motion may be performed.

このようにして本実施例によれば、建屋10の天井鉄骨12における中央部に昇降装置14を集約的に仮設するようにしたので、
(1)地上(床上)に装置を配置しないため、地上設備への影響が少ない。
(2)ワイヤー16a〜16dを配索するルートが簡素化され建屋10の補強範囲が従来と比較し、限定できる。
(3)昇降装置14の設置期間が短くて済み、工期の短縮化が図れる。
(4)昇降装置14は省スペースで設置可能なため、建屋10内の屋根13を開口なし又は最小限の開口で施工できるため、建屋10内の雨養生が最小限にできる。
等の種々の作用・効果が得られ、施工費も安くて済む。
In this way, according to the present embodiment, the lifting device 14 is temporarily installed in the central portion of the ceiling steel frame 12 of the building 10.
(1) Since the device is not arranged on the ground (on the floor), there is little influence on the ground facilities.
(2) The route for routing the wires 16a to 16d is simplified, and the reinforcing range of the building 10 can be limited as compared with the conventional one.
(3) The installation period of the elevating device 14 can be shortened, and the construction period can be shortened.
(4) Since the elevating device 14 can be installed in a space-saving manner, the roof 13 in the building 10 can be constructed without opening or with a minimum opening, so that rain curing in the building 10 can be minimized.
Various actions and effects such as these can be obtained, and construction costs can be reduced.

尚、本発明は上記実施例に限定されず、本発明の要旨を逸脱しない範囲で各種変更が可能であることはいうまでもない。例えば、ワイヤークランプジャッキの個数変更も良いし、昇降装置としてワイヤークランプジャッキに限らず、チェーン及びホイール等を使用したものでも良い。   Needless to say, the present invention is not limited to the above embodiments, and various modifications can be made without departing from the scope of the present invention. For example, the number of wire clamp jacks can be changed, and the lifting device is not limited to a wire clamp jack, and a chain, a wheel, or the like may be used.

本発明に係る屋内クレーンの施工方法及び装置は、レードルクレーンや天井走行クレーン等の屋内クレーンに用いると好適である。   The indoor crane construction method and apparatus according to the present invention are suitable for use in indoor cranes such as ladle cranes and overhead traveling cranes.

10 建屋
11 柱
12 天井鉄骨(梁部材)
13 屋根
14 昇降装置
15a〜15d ワイヤークランプジャッキ
16a〜16d ワイヤー
17 架台
18 天井走行レール
19 旋回吊具
W ガーダ(屋内クレーン)
10 Building 11 Pillar 12 Ceiling steel frame (beam member)
DESCRIPTION OF SYMBOLS 13 Roof 14 Lifting device 15a-15d Wire clamp jack 16a-16d Wire 17 Mount 18 Overhead traveling rail 19 Swing hanger W Girder (indoor crane)

Claims (6)

建屋内の設置位置に対し、屋内クレーンを上架又は下架させるのに先立って、建屋の梁部材に昇降装置を仮設し、該昇降装置により前記屋内クレーンを上架又は下架させることを特徴とする屋内クレーンの施工方法。   Prior to setting up or lowering an indoor crane with respect to an installation position in a building, a lifting device is temporarily installed on a beam member of the building, and the indoor crane is lifted or lowered by the lifting device. How to construct an indoor crane. 前記昇降装置は、旋回吊具により前記屋内クレーンを旋回可能になっていることを特徴とする請求項1に記載の屋内クレーンの施工方法。   The construction method for an indoor crane according to claim 1, wherein the lifting device is capable of turning the indoor crane by a swinging suspender. 建屋内の設置位置に対し、屋内クレーンを上架又は下架させる施工装置であって、建屋の梁部材に、前記屋内クレーンを上架又は下架させる昇降装置を仮設したことを特徴とする屋内クレーンの施工装置。   A construction apparatus for raising or lowering an indoor crane with respect to an installation position in a building, wherein a lifting device for raising or lowering the indoor crane is temporarily installed on a beam member of a building. Construction equipment. 前記昇降装置は、前記梁部材に設置された架台上に複数個のワイヤークランプジャッキが集約的に据え付けられてなることを特徴とする請求項3に記載の屋内クレーンの施工装置。   The construction apparatus for an indoor crane according to claim 3, wherein the lifting device includes a plurality of wire clamp jacks collectively installed on a frame installed on the beam member. 前記複数個のワイヤークランプジャッキの一部は、前記架台上を水平方向に移動可能になっていることを特徴とする請求項4に記載の屋内クレーンの施工装置。   5. The indoor crane construction apparatus according to claim 4, wherein some of the plurality of wire clamp jacks are movable in a horizontal direction on the gantry. 前記昇降装置は、旋回吊具により前記屋内クレーンを旋回可能になっていることを特徴とする請求項3,4又は5に記載の屋内クレーンの施工装置。   6. The indoor crane construction apparatus according to claim 3, 4 or 5, wherein the elevating device is capable of turning the indoor crane by a swing hanging tool.
JP2009279026A 2009-12-09 2009-12-09 Method and device for constructing indoor crane Pending JP2011121667A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012136339A (en) * 2010-12-27 2012-07-19 Sankyu Inc Erection method and removal method of structure
CN106144907A (en) * 2016-06-20 2016-11-23 上海振华重工集团(南通)有限公司 A kind of track crane total coating process
WO2020224050A1 (en) * 2019-05-04 2020-11-12 华电重工股份有限公司 Updated quay crane system and operation process
CN114033189A (en) * 2021-12-17 2022-02-11 大元建业集团股份有限公司 Large-area high-altitude grid structure aluminum grid ceiling construction device and construction method
KR20230017573A (en) * 2021-07-28 2023-02-06 주식회사 제이디 엔지니어링 Port mega foundation structure construction method for automation contruction of mega grade port logistics

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JPH01252495A (en) * 1988-03-30 1989-10-09 Hitachi Plant Eng & Constr Co Ltd Installation construction method of indoor crane
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JPS61273491A (en) * 1985-05-29 1986-12-03 石川島播磨重工業株式会社 Overhead travelling crane device
JPH01252495A (en) * 1988-03-30 1989-10-09 Hitachi Plant Eng & Constr Co Ltd Installation construction method of indoor crane
JPH10266601A (en) * 1997-03-19 1998-10-06 Ishikawajima Harima Heavy Ind Co Ltd Method for hoisting and connecting extra-large girder
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012136339A (en) * 2010-12-27 2012-07-19 Sankyu Inc Erection method and removal method of structure
CN106144907A (en) * 2016-06-20 2016-11-23 上海振华重工集团(南通)有限公司 A kind of track crane total coating process
WO2020224050A1 (en) * 2019-05-04 2020-11-12 华电重工股份有限公司 Updated quay crane system and operation process
KR20230017573A (en) * 2021-07-28 2023-02-06 주식회사 제이디 엔지니어링 Port mega foundation structure construction method for automation contruction of mega grade port logistics
KR102528987B1 (en) * 2021-07-28 2023-05-04 주식회사 제이디엔지니어링 Port mega foundation structure construction method for automation contruction of mega grade port logistics
CN114033189A (en) * 2021-12-17 2022-02-11 大元建业集团股份有限公司 Large-area high-altitude grid structure aluminum grid ceiling construction device and construction method

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