JPH0711645U - Large storage tank - Google Patents

Large storage tank

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Publication number
JPH0711645U
JPH0711645U JP4662693U JP4662693U JPH0711645U JP H0711645 U JPH0711645 U JP H0711645U JP 4662693 U JP4662693 U JP 4662693U JP 4662693 U JP4662693 U JP 4662693U JP H0711645 U JPH0711645 U JP H0711645U
Authority
JP
Japan
Prior art keywords
work
roof
scaffold
scaffolds
storage tank
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.)
Granted
Application number
JP4662693U
Other languages
Japanese (ja)
Other versions
JP2552874Y2 (en
Inventor
啓一 坂田
寛司 鯨井
真一 河原
智巳 後藤
将史 山崎
修 田實
幸治 大井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Gas Co Ltd
Kawasaki Motors Ltd
Original Assignee
Tokyo Gas Co Ltd
Kawasaki Jukogyo KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tokyo Gas Co Ltd, Kawasaki Jukogyo KK filed Critical Tokyo Gas Co Ltd
Priority to JP4662693U priority Critical patent/JP2552874Y2/en
Publication of JPH0711645U publication Critical patent/JPH0711645U/en
Application granted granted Critical
Publication of JP2552874Y2 publication Critical patent/JP2552874Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

(57)【要約】 【目的】 屋根内面に対する諸作業量を全域にわたって
均等割りつけし、更に保冷材ならびにメンブレン付設作
業は、付設作業架台を使用することで作業効率の向上と
工期の短縮化を合理的に図らんとするものである。 【構成】 貯槽屋根1の内側略全域にわたって複数組の
レール7を同心円状に配設し、この各組のレールに作業
用足場Bを吊架するとともに、中央部から外周部に至る
に従い作業用足場Bの数を多くし、各作業用足場Bの作
業量を均等化し、作業用足場Bにレールを架設し、作業
用足場B上を移動可能な屋根保冷材2ならびにメンブレ
ン付設作業架台16を配置したことを特徴とする。
(57) [Abstract] [Purpose] The work volume for the inner surface of the roof is evenly distributed over the entire area, and for the work to attach the insulation material and the membrane, the work efficiency is improved and the construction period is shortened by using the attached work platform. It is a rational attempt. [Structure] A plurality of sets of rails 7 are concentrically arranged over substantially the entire area inside the storage tank roof 1, work scaffolds B are suspended on the rails of each set, and work is performed from the central portion to the outer peripheral portion. The number of scaffolds B is increased, the work amount of each work scaffold B is equalized, a rail is erected on the work scaffold B, and the roof cooler 2 and the membrane-equipped work platform 16 movable on the work scaffold B are provided. It is characterized by being arranged.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、貯槽屋根の内面に吊架付設される作業用足場を改善した地下式貯槽 などの大型貯槽に関する。 The present invention relates to a large-sized storage tank such as an underground storage tank with an improved work scaffolding suspended from the inner surface of the storage tank roof.

【0002】[0002]

【従来の技術】[Prior art]

従来、屋根を鋼材によって形成したLNG地下式貯槽などにおいては、屋根の 内面に保冷材を張設する。この保冷材の付設作業,保冷材の付設が正しく行われ ているかどうか、または、保冷材に損傷があるかどうかなどの検査,メンテナン スを行うため、屋根の内面に旋回回動可能な作業用足場が架設されていた。この 作業用足場は屋根の半径に相当する長さからなり、その一端は屋根中心に設けた マンホールなどの構造物に支持され、また、他端がタンク躯体上縁部に支持され た放射状構造であって、マンホール部を中心として旋回回動しながら保冷材付設 作業,検査,メンテナンスなどの作業を行っていた。(例えば、実開昭63−9 4253号公報参照) Conventionally, in LNG underground storage tanks where the roof is made of steel, a cold insulation material is stretched over the inner surface of the roof. In order to perform inspection and maintenance of this cold insulator attachment work, whether the cold insulator attachment is correct or whether the cold insulator is damaged, etc. Scaffolds were erected. This work scaffold has a length corresponding to the radius of the roof, one end of which is supported by a structure such as a manhole provided at the center of the roof, and the other end of which is a radial structure supported by the upper edge of the tank body. Therefore, while rotating around the manhole part, work such as installation of cold insulation material, inspection, and maintenance was performed. (See, for example, Japanese Utility Model Laid-Open No. 63-94253).

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

前述したような作業用足場においては、屋根中心部と外周部とでは作業面積に 著しい差が生じ、中心部では作業が完了しても周辺部では未だ作業中というよう に作業量にアンバランスがあり、作業効率を阻害するという課題がある。また、 このような作業用足場の数を増やすにしても限度があり、たとえ数を増やしても 作業量のアンバランスは周辺に至るに従い更に増大するという不都合が生ずる。 In the work scaffolding as described above, there is a significant difference in the work area between the central part of the roof and the outer peripheral part, and even if the work is completed in the central part, the work amount is unbalanced such that the peripheral part is still working. Yes, there is a problem of impeding work efficiency. Further, there is a limit even if the number of such scaffolds for work is increased, and even if the number of scaffolds for work is increased, the imbalance of the work amount further increases as it reaches the periphery.

【0004】 本考案の目的は、屋根内面に対する諸作業量を全域にわたって均等割りつけし 、更に保冷材ならびにメンブレン付設作業は、付設作業架台を使用することで作 業効率の向上と工期の短縮化を合理的に図らんとするものである。The object of the present invention is to evenly allocate various workloads to the inner surface of the roof over the entire area, and for the work to attach the cold insulation material and the membrane, use an attached work platform to improve the work efficiency and shorten the construction period. Is a rational aim.

【0005】[0005]

【課題を解決するための手段】 従来技術の課題を解決する本考案の構成は、屋根の内側に、該屋根の中心部か ら半径方向に延びた作業用足場を旋回回動可能に配設した大型貯槽であって、前 記屋根の内側略全域にわたって2条一組からなる複数組のレールを同心円状に配 設し、この各組のレールに夫々作業用足場を吊架するとともに、中央部から外周 部に至るに従い前記作業用足場の数を多くしたこと、および、前記作業用足場上 に、保冷材やメンブレンなどの付設作業架台を移動可能に乗載したものである。[Means for Solving the Problems] The structure of the present invention which solves the problems of the prior art has a working scaffold extending radially from the central portion of the roof, which is rotatably and rotatably disposed inside the roof. This is a large storage tank, and multiple sets of rails consisting of two sets are concentrically arranged over almost the entire inside of the roof, and the scaffolds for work are suspended on the rails of each set, and at the center The number of work scaffolds is increased from the portion to the outer periphery, and an attached work platform such as a cold insulator or a membrane is movably mounted on the work scaffold.

【0006】[0006]

【作用】[Action]

同心円状に配設された複数組のレール上にそって旋回回動する作業用足場によ り、屋根内面に対する諸作業が各別に行われる。屋根の外周辺に至るに従って作 業用足場の数が増大されるため、1台当りの作業面積が均等化されるとともに、 屋根内面全域の作業進行が各作業用足場ごとに任意に行える。また、付設作業架 台を作業用足場上に配置することにより、屋根内面への保冷材ならびにメンブレ ンの付設作業を省人化することが可能である。 The work on the inner surface of the roof is performed individually by the work scaffolds that turn around a plurality of sets of concentrically arranged rails. Since the number of work scaffolds increases along the outer periphery of the roof, the work area per unit is equalized, and work progress on the entire inner surface of the roof can be arbitrarily performed for each work scaffold. Also, by arranging the attached work platform on the work scaffold, it is possible to save labor for attaching the cold insulation material and the membrane to the inner surface of the roof.

【0007】[0007]

【実施例】【Example】

次に、図面について本考案実施例の詳細を説明する。 図1は縦断正面図、図2は各組レールに吊架される作業用足場の配置例を示す 平面図、図3は作業用足場の吊架構造を示す要部の一部切欠正面図、図4は作業 足場上での付設作業架台を用いたメンブレン付設作業状況の斜視図、図5は図4 の断面図である。 Next, details of the embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a vertical sectional front view, FIG. 2 is a plan view showing an arrangement example of a work scaffold suspended on each set rail, and FIG. 3 is a partially cutaway front view showing a suspension structure of the work scaffold, FIG. 4 is a perspective view of a work state of attaching the membrane using the attachment work platform on the work scaffold, and FIG. 5 is a sectional view of FIG.

【0008】 図1について大型貯槽の構成を説明する。図で示すAは、直径が50〜70m からなる大径のLNG地下式貯槽で、該貯槽Aの屋根1は内部に鉄筋(図示略) を配設埋入したコンクリート構造によって構成されている。そして当然のことな がら、前記屋根1の内面には図3で示すように、この全域にわたって保冷材2が 付設され、更にその内面にはアンカー3に支持されたメンブレン4が張設されて いる。また、特に図示してないが、前記貯槽Aを構成するコンクリート躯体5の 内面、および、コンクリート底版6の上面にも保冷材を付設し、更にその内面に メンブレンが液密的に張設されている。 このように構成された貯槽Aに対してこの実施例は、前記屋根1に、保冷材2 を介して張設されるメンブレン4を取りつけるためのアンカー3が存在すること に着目し、このアンカー3を利用して後述する作業用足場の吊架用レールを付設 すること、および、屋根1の内側全域に作業量が均等に割りづけされた作業用足 場を吊架したものである。The configuration of the large storage tank will be described with reference to FIG. A shown in the figure is a large-diameter LNG underground storage tank having a diameter of 50 to 70 m, and the roof 1 of the storage tank A has a concrete structure in which reinforcing bars (not shown) are embedded. As a matter of course, as shown in FIG. 3, the heat insulating material 2 is attached to the entire inner surface of the roof 1, and the membrane 4 supported by the anchor 3 is stretched on the inner surface. . Further, although not particularly shown, a cooling material is attached to the inner surface of the concrete skeleton 5 constituting the storage tank A and the upper surface of the concrete bottom slab 6, and a membrane is stretched liquid-tightly on the inner surface. There is. In this embodiment, with respect to the storage tank A configured as described above, attention is paid to the fact that there is an anchor 3 for attaching the membrane 4 stretched through the cold insulating material 2 to the roof 1, and this anchor 3 Is used to attach a suspension rail for a work scaffold, which will be described later, and to suspend the work scaffold in which the work amount is evenly distributed over the entire inside of the roof 1.

【0009】 図1,図2に示すように、前記屋根1の内側略全域に、2条一組からなる複数 組のレール7を同心円状に架設し、この各組のレール7に平面形状が長方形状で 、かつ、その長手軸線方向が屋根1の半径方向にそった作業用足場Bの両端四隅 部を吊架する。また、図2から明らかなように、中央部から外周部に至るに従い 前記作業用足場Bの数を多くし、各レールにおける作業用足場Bによる作業量を 略均等割りづけしたものである。例えば図2のように、尾根1の全域を同心円状 に中央部,中間部,外周部の作業ゾーンa,b,cに分割し、作業ゾーンaには 2台の作業用足場Bを,作業ゾーンbには4台の作業用足場Bを、作業ゾーンC には6台の作業用足場Bを吊架配設することにより、各作業ゾーンa,b,cに おける作業用足場Bの作業量は略均等化される。As shown in FIG. 1 and FIG. 2, a plurality of sets of rails 7 consisting of two sets are laid concentrically around the entire inside of the roof 1, and the rails 7 of each set have a planar shape. The four corners at both ends of the work scaffold B having a rectangular shape whose longitudinal axis extends along the radial direction of the roof 1 are suspended. Further, as is clear from FIG. 2, the number of the work scaffolds B is increased from the central part to the outer peripheral part, and the work amount of the work scaffolds B on each rail is substantially evenly distributed. For example, as shown in FIG. 2, the entire area of the ridge 1 is concentrically divided into central, intermediate, and outer peripheral work zones a, b, and c, and two work scaffolds B are used in the work zone a. By suspending four work scaffolds B in the zone b and six work scaffolds B in the work zone C, the work of the work scaffold B in each work zone a, b, c is performed. The quantities are approximately equalized.

【0010】 次に、図3について前記レール7の架設手段について説明する。前記アンカー 3はコンクリート構造の屋根1の内面に埋入固設されている。アンカー3は複数 本のボルトによって構成され、アンカープレート8を屋根1の内面に支持してい る。このアンカープレート8には下部にボルト9を螺合する支持部材10が溶接 してあり、この支持部材10に螺合される前記ボルト9によってメンブレン4の 中央部が支持される。 前述したように、メンブレン4を取りつけるためのアンカー3を利用して前記 作業用足場Bを吊架するレール7を付設するようにしたことから、図で示すよう に前記支持部材10に前記ボルト9にて連結部材11を結合止着する。この連結 部材11はレール7に固着せしめられ、屋根1を中心とした同心円状に前記レー ル7は付設される。レール7はI型鋼構造であって、これの下辺両側には、チャ ンネル構造をした連結体12に設けた転輪13を乗載支持する。この連結体12 には前記作業用足場Bの四隅部に垂設された柱杆14が固定してある。図3はそ の一部しか示してないが、この図示構成が作業用足場Bの四隅部に設けてあり、 この作業用足場Bは平行する2条のレール7間に走行可能に吊架される。 また、前記レール7に対する作業用足場Bの走行手段としては、作業者による 手作業,前記転輪13の軸にとりつけた滑車機構(図示略)の操作による手段な どが採用される。そして、前記作業ゾーンa,b,cに配設された作業用足場が 同一半径方向に直列になった場合、各作業用足場Bを連結可能とするとともに、 中央部の作業用足場Bを屋根1の中心に設けたマンホール15と連通させ、作業 者が作業開始,作業終了時に出入しうるようにしたものである。Next, the erection means of the rail 7 will be described with reference to FIG. The anchor 3 is embedded and fixed to the inner surface of the roof 1 having a concrete structure. The anchor 3 is composed of a plurality of bolts, and supports the anchor plate 8 on the inner surface of the roof 1. A support member 10 into which a bolt 9 is screwed is welded to the lower portion of the anchor plate 8, and the central portion of the membrane 4 is supported by the bolt 9 screwed into the support member 10. As described above, since the rail 7 for suspending the working scaffold B is attached using the anchor 3 for attaching the membrane 4, as shown in the figure, the bolt 9 is attached to the support member 10. The coupling member 11 is fixedly coupled. The connecting member 11 is fixed to the rail 7, and the rail 7 is attached concentrically around the roof 1. The rail 7 has an I-shaped steel structure, and on both sides of the lower side of the rail 7, rolling wheels 13 mounted on a channel-shaped connecting body 12 are mounted and supported. To this connecting body 12, there are fixed pillar rods 14 suspended from the four corners of the scaffold B for work. Although FIG. 3 shows only a part thereof, this illustrated configuration is provided at the four corners of the work scaffold B, and the work scaffold B is suspended so as to be able to travel between two parallel rails 7. It Further, as a traveling means of the work scaffold B with respect to the rail 7, a manual operation by an operator, a means by an operation of a pulley mechanism (not shown) attached to the shaft of the wheel 13 is adopted. When the work scaffolds arranged in the work zones a, b, and c are arranged in series in the same radial direction, the work scaffolds B can be connected and the work scaffold B in the central portion is roofed. It is made to communicate with the manhole 15 provided at the center of No. 1 so that the worker can come in and out at the start and end of the work.

【0011】 図4,図5について屋根保冷材ならびにメンブレンの付設作業架台について説 明すると、前記作業用足場Bに半径方向に直線上に2条1組からなるレール17 を架設し、レール17に沿って移動可能な付設作業架台16に備えつけられたジ ャッキ18によってメンブレン4を付設する。また、特に図示していないが、保 冷材2も同様に付設するものである。但し、メンブレン4ならびに保冷材2は付 設位置によって形状が異なるため、特に図示していないが、ジャッキ18は任意 に位置を変更できるものである。また、他の作業ゾーンに配置された作業用足場 に付設作業架台を移動させる場合は前述のように作業用足場が同一半径方向に直 列になった場合に各作業用足場を連結させ、同様にレール17も他の作業用足場 のレールと連結させることにより、付設作業架台が移動しうる様にしたものであ る。尚、この付設作業架台16には他の支援設備を搭載することもある。Referring to FIGS. 4 and 5, the roof cold insulator and the membrane-attached work platform will be described. On the scaffold B for work, rails 17 consisting of one set of two articles are laid in a straight line in the radial direction, and the rail 17 is mounted on the rail 17. The membrane 4 is attached by the jack 18 provided on the attachment work platform 16 which can be moved along. Although not shown in particular, the cooling material 2 is also attached in the same manner. However, since the shape of the membrane 4 and the cold insulating material 2 differs depending on the attachment position, the jack 18 can be arbitrarily changed in position, although not shown. In addition, when moving the attached work platform to the work scaffolds located in other work zones, the work scaffolds are connected in the same radial direction as described above, and the work scaffolds are connected in the same manner. The rail 17 is also connected to the rails of other work scaffolds so that the attached work platform can be moved. Other supporting equipment may be mounted on the attached work platform 16.

【0012】 前述した実施例において、屋根1をコンクリート構造としたが、鋼材による屋 根であっても同様な効果が得られることから、図示実施例のものに特定されるこ とはない。また、レール7を架設する支持手段としてメンブレン4,支持用のア ンカー3を利用することについて述べたが、他の手段でも可能であるので、実施 例の構成に特定されるものでない。Although the roof 1 has a concrete structure in the above-described embodiment, the same effect can be obtained even if the roof is made of steel, and therefore the roof 1 is not limited to the illustrated embodiment. Further, although it has been described that the membrane 4 and the supporting anchor 3 are used as the supporting means for constructing the rail 7, it is not limited to the configuration of the embodiment because other means is also possible.

【0013】[0013]

【考案の効果】[Effect of device]

上述のように本考案の構成によれば、次のような効果が得られる。 (a)屋根の内側に複数組のレールを同心円状に配設し、この各レールに夫々作 業用足場を旋回回動可能に吊架したことにより、夫々の作業用足場が独立して屋 根内面に対する諸作業をすることができ、作業効率の向上が図れる。 (b)中央部から外周部に至るに従い作業用足場の数を多くしたので、各作業用 足場当りの作業面積が均等化することができ、作業効率の向上と工期の短縮化が 合理的になしうる。 (c)保冷材ならびにメンブレン付設作業を、付設作業架台を使用することによ り作業を省人化することが可能で、作業効率の向上と工期の短縮が合理的になし うる。 As described above, according to the configuration of the present invention, the following effects can be obtained. (A) Multiple sets of rails are concentrically arranged on the inside of the roof, and the scaffolds for work are suspended on the respective rails so as to be pivotally rotatable. Various operations can be performed on the inner surface of the root, and work efficiency can be improved. (B) Since the number of scaffolds for work is increased from the central part to the outer circumference part, the work area per scaffold for each work can be equalized, and work efficiency can be improved and the construction period can be shortened reasonably. You can do it. (C) It is possible to save labor by installing the cold insulation material and the membrane by using the attached work platform, and it is possible to reasonably improve the work efficiency and shorten the construction period.

【図面の簡単な説明】[Brief description of drawings]

【図1】縦断正面図である。FIG. 1 is a vertical sectional front view.

【図2】各組レールに吊架される作業用足場の配置例を
示す平面図である。
FIG. 2 is a plan view showing an arrangement example of work scaffolds suspended on each set rail.

【図3】作業用足場の吊架構造を示す要部の一部切欠正
面図である。
FIG. 3 is a partially cutaway front view of a main part showing a suspension structure for a work scaffold.

【図4】作業足場上での付設作業架台を用いたメンブレ
ン付設作業状況の斜視図である。
FIG. 4 is a perspective view of a work state of attaching a membrane using an attachment work platform on a work scaffold.

【図5】作業足場上での付設作業架台を用いたメンブレ
ン付設作業状況の断面図である。
FIG. 5 is a cross-sectional view of a work state of attaching a membrane using an attachment work platform on a work scaffold.

【符号の説明】[Explanation of symbols]

A 貯槽 B 作業用足場 1 屋根 2 保冷材 3 アンカー 4 メンブレン 7 レール 8 アンカープレート 9 ボルト 10 支持部材 11 連結部材 12 連結体 13 転輪 14 柱杆 15 マンホール 16 付設作業架台 17 レール 18 ジャッキ A Storage tank B Working scaffolding 1 Roof 2 Cooling material 3 Anchor 4 Membrane 7 Rail 8 Anchor plate 9 Bolt 10 Supporting member 11 Connecting member 12 Connecting body 13 Rolling wheel 14 Pillar rod 15 Manhole 16 Work platform 17 Rail 18 Jack

───────────────────────────────────────────────────── フロントページの続き (72)考案者 河原 真一 東京都調布市若葉町1−4−38 (72)考案者 後藤 智巳 千葉県野田市二ツ塚118番地 川崎重工業 株式会社野田工場内 (72)考案者 山崎 将史 千葉県野田市二ツ塚118番地 川崎重工業 株式会社野田工場内 (72)考案者 田實 修 千葉県野田市二ツ塚118番地 川崎重工業 株式会社野田工場内 (72)考案者 大井 幸治 千葉県野田市二ツ塚118番地 川崎重工業 株式会社野田工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Shinichi Kawahara 1-4-38 Wakaba-cho, Chofu-shi, Tokyo (72) Creator Tomomi Goto 118 Futtsuka, Noda-shi, Chiba Kawasaki Heavy Industries Ltd. Noda factory (72) Devised Person Masashi Yamazaki 118 Futatsuzuka, Noda City, Chiba Prefecture Kawasaki Heavy Industries, Ltd. Noda Factory (72) Inventor Osamu Tadami 118 Futatsuzuka Noda City, Chiba Prefecture Noda Factory, Kawasaki Heavy Industries Ltd. (72) Inventor Koji Oi Noda, Chiba Prefecture 118 Futtsuka, Ichikawa City Kawasaki Heavy Industries Ltd. Noda Factory

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 屋根の内側に、該屋根の中心部から半径
方向に延びた作業用足場を旋回回動可能に配設した大型
貯槽であって、前記屋根の内側略全域にわたって2条一
組からなる複数組のレールを同心円状に配設し、この各
組のレールに夫々作業用足場を吊架するとともに、中央
部から外周部に至るに従い前記作業用足場の数を多くし
たことを特徴とする大型貯槽。
1. A large storage tank in which a working scaffold extending in a radial direction from a central portion of the roof is rotatably and rotatably arranged inside the roof, and two sets of two sets are provided over substantially the entire inside of the roof. Characterized by arranging a plurality of sets of rails concentrically and suspending work scaffolds on the rails of each set, and increasing the number of work scaffolds from the central part to the outer peripheral part A large storage tank.
【請求項2】 前記作業用足場上に、保冷材やメンブレ
ンなどの付設作業架台を移動可能に乗載したことを特徴
とする請求項1記載の大型貯槽。
2. The large-sized storage tank according to claim 1, wherein an attached work platform such as a cold insulating material and a membrane is movably mounted on the work scaffold.
JP4662693U 1993-08-03 1993-08-03 Large storage tank Expired - Fee Related JP2552874Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4662693U JP2552874Y2 (en) 1993-08-03 1993-08-03 Large storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4662693U JP2552874Y2 (en) 1993-08-03 1993-08-03 Large storage tank

Publications (2)

Publication Number Publication Date
JPH0711645U true JPH0711645U (en) 1995-02-21
JP2552874Y2 JP2552874Y2 (en) 1997-10-29

Family

ID=12752508

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4662693U Expired - Fee Related JP2552874Y2 (en) 1993-08-03 1993-08-03 Large storage tank

Country Status (1)

Country Link
JP (1) JP2552874Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101998877B1 (en) * 2018-11-05 2019-10-01 래피드컴 주식회사 Prefabricated Catwalk and Installation Method Thereof
CN113733021A (en) * 2021-08-30 2021-12-03 上海卫星工程研究所 Sinking type tool of nested propulsion system and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5473066B2 (en) * 2010-04-27 2014-04-16 大成建設株式会社 Scaffolding structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101998877B1 (en) * 2018-11-05 2019-10-01 래피드컴 주식회사 Prefabricated Catwalk and Installation Method Thereof
CN113733021A (en) * 2021-08-30 2021-12-03 上海卫星工程研究所 Sinking type tool of nested propulsion system and construction method thereof

Also Published As

Publication number Publication date
JP2552874Y2 (en) 1997-10-29

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