JPS5937512Y2 - Scaffolding device inside a spherical tank - Google Patents

Scaffolding device inside a spherical tank

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Publication number
JPS5937512Y2
JPS5937512Y2 JP4930381U JP4930381U JPS5937512Y2 JP S5937512 Y2 JPS5937512 Y2 JP S5937512Y2 JP 4930381 U JP4930381 U JP 4930381U JP 4930381 U JP4930381 U JP 4930381U JP S5937512 Y2 JPS5937512 Y2 JP S5937512Y2
Authority
JP
Japan
Prior art keywords
socket
spherical tank
column
frame
scaffolding device
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
Application number
JP4930381U
Other languages
Japanese (ja)
Other versions
JPS58101100U (en
Inventor
英久 大橋
和浩 追塩
Original Assignee
日綜産業株式会社
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 日綜産業株式会社 filed Critical 日綜産業株式会社
Priority to JP4930381U priority Critical patent/JPS5937512Y2/en
Publication of JPS58101100U publication Critical patent/JPS58101100U/en
Application granted granted Critical
Publication of JPS5937512Y2 publication Critical patent/JPS5937512Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は球形タンク内の足場装置に係り、特に足場部材
の取り付け、組み立てが容易でタンク内への搬出、搬入
が便利であり、しかも塗装、溶接、溶接検査などの作業
が容易に行える回転自在の足場装置に関する。
[Detailed description of the invention] The present invention relates to a scaffolding device inside a spherical tank, in particular, it is easy to attach and assemble the scaffolding members, it is convenient to carry in and out of the tank, and it is also convenient for painting, welding, welding inspection, etc. This invention relates to a rotatable scaffolding device that allows easy work.

従来から、液化天然ガスなどを収容するタンクとして球
形タンクが広く使用されているが、その構成は多数の球
殻状板を多数溶接などに依り継ぎ合わせたものからなり
、球体の内外部には補強部材が何ら取り付けられておら
ず、単に配管やその支持部材および階段設置用の骨組が
設けられるのみである。
Traditionally, spherical tanks have been widely used to store liquefied natural gas, etc., but they consist of many spherical shell-shaped plates joined together by welding, etc. No reinforcing members are attached, and only the piping, its supporting members, and a framework for installing the stairs are provided.

従って、上記球形タンク内の塗装、溶接、溶接検査など
の作業を行う場合には、そのたびごとに丸太、足場板を
番線止めにてタンク内全面の作業が出来るように組み立
てでいたが、不経済であり丸太、足場板では経年変化、
保管状態による性能維持がむずかしく、安全面で不安が
あり、長尺材のため、搬出、搬入にも問題が多かった。
Therefore, when performing work such as painting, welding, and welding inspection inside the above-mentioned spherical tank, logs and scaffolding boards were assembled each time using grid lines so that work could be done on the entire inside of the tank. It is an economy, and logs, scaffolding boards change over time,
It was difficult to maintain performance depending on the storage conditions, there were concerns about safety, and because the material was long, there were many problems in transporting and transporting it.

本考案は足場装置の搬出搬入が容易に行える様に足場装
置の構成部材の小形化並びにその組み立て作業の容易化
を図ることとし、組み立てられた足場装置が、くり返し
使用にも安全であり、且つ作業時に於けるその使用を便
利ならしめた、新規な球形タンク内の足場装置を提供す
ることを目的とする。
The present invention aims to reduce the size of the component parts of the scaffolding device so that the scaffolding device can be easily carried in and out, and to facilitate the assembly work.The assembled scaffolding device is safe even for repeated use, and An object of the present invention is to provide a novel scaffolding device in a spherical tank that is convenient to use during work.

そしてその目的達成のため、本考案は特に球形タンク内
の互いに対向する位置に支持部材を設けて、この支持部
材に対し折り畳み及び分解可能な梯子を兼用する柱体を
垂直且つ回転自在に取り付け、この柱体に対し水平に床
板を載置する分解可能な水平梁を取り付けて、これをプ
レスに依り柱体に吊架保持せしめ、柱体は上部支持部材
に吊架保持せしめたものである。
In order to achieve that purpose, the present invention provides support members at mutually opposing positions within a spherical tank, and a collapsible and disassembleable column serving as a ladder is vertically and rotatably attached to the support members. A removable horizontal beam on which a floor plate is placed horizontally is attached to the pillar, and this is held suspended by the pillar by a press, and the pillar is held suspended by the upper support member.

以下に、本考案の実施の一態様を図面について詳細に説
明する。
Hereinafter, one embodiment of the present invention will be described in detail with reference to the drawings.

第1図は本考案に係る球形タンクの足場装置の全体を示
すために、球形タンク1の一部を切断上で示したもので
ある。
FIG. 1 shows a part of a spherical tank 1 cut away to show the entire scaffolding device for a spherical tank according to the present invention.

この球形タンク1の上下部の互いに対向する位置には、
支持部材としての上部サポート2および下部サポート3
が各嵌合孔4゜5に嵌合する如く取り付けられている。
At the upper and lower parts of this spherical tank 1, at mutually opposing positions,
Upper support 2 and lower support 3 as supporting members
are attached so as to fit into each fitting hole 4°5.

そして上部サポート2は第2図の切断斜視図に見る如く
筒状体をなし、底板6と、係止具7と、上記底板6の中
心部に穿設された中心孔8とからなる。
As shown in the cutaway perspective view of FIG. 2, the upper support 2 has a cylindrical shape and includes a bottom plate 6, a locking member 7, and a center hole 8 bored in the center of the bottom plate 6.

一方、下部サポート3は同様の形態をなすも、後述する
如く支持部材32と連結されている。
On the other hand, the lower support 3 has a similar configuration, but is connected to a support member 32 as described later.

9は柱体で、複数の梯子部材10を縦方向に連続的に組
み付けたものからなる。
Reference numeral 9 denotes a column body, which is made up of a plurality of ladder members 10 successively assembled in the vertical direction.

即ち、この梯子部材10は第2図に見る如く二つの平行
な基枠11間に複数の梯子板12を枢着したものであり
、各梯子板12の両端は上記基枠11の左右端面11a
、 llbに等間隔に、しかも枢軸13を中心に回動自
在となる如く取り付けられて平行四辺形を形成している
That is, this ladder member 10 has a plurality of ladder plates 12 pivoted between two parallel base frames 11, as shown in FIG.
, llb at equal intervals and rotatably about a pivot 13 to form a parallelogram.

従って、上記両基枠11を互いに反対方向に押圧して折
りたたむ様に力を加えると、平行四辺形が変形して梯子
板12はいっせいに倒れる様に回動し、基枠11.11
が互いに近寄り、全体形状が細長く小形化する。
Therefore, when force is applied to both the base frames 11 in opposite directions so as to fold them, the parallelograms are deformed and the ladder plates 12 are rotated so as to fall down all at once, and the base frames 11.11
become closer to each other, and the overall shape becomes elongated and smaller.

また、上記基枠11の上下端にはこれらより細い継手部
14が設けられ、これの中央部に透孔15が穿設されて
いる。
Furthermore, joint parts 14 which are thinner than these are provided at the upper and lower ends of the base frame 11, and a through hole 15 is bored in the center of the joint parts 14.

16は最上部の梯子部材10に取付けられる上部ソケッ
トで、二つの基枠11間に保持板18を固定し、その保
持板18とこれに載置された滑動板18aとの中央部に
透孔19が設けられたものからなり、上記二つの基枠1
7には上記継手部14を堅密に収容する取付孔20がそ
れぞれ設けられている。
16 is an upper socket attached to the uppermost ladder member 10, which fixes a holding plate 18 between two base frames 11, and has a through hole in the center of the holding plate 18 and a sliding plate 18a placed thereon. 19 is provided, and the above two base frames 1
7 are each provided with a mounting hole 20 for tightly accommodating the joint portion 14.

また、その収容時に於いて、上記透孔15に連通する透
孔21が上記基枠17に貫通する如く設けられている。
Further, a through hole 21 communicating with the through hole 15 is provided so as to penetrate through the base frame 17 when the housing is accommodated.

22は上記基枠17のそれぞれ前後面に突設された係止
ピンであり、後述する如くブレス23の一端がこの係止
ピン22に係止保持される様になっている。
Reference numeral 22 denotes locking pins protruding from the front and rear surfaces of the base frame 17, and one end of the brace 23 is held and locked by the locking pins 22, as will be described later.

24は二つの梯子部材10を上下方向に接続するための
中間ソケットであり、二つの基枠25間に連結杆を固定
し、且つその基枠25の左右端面に後述する水平梁を接
続する継手枠27を連設したものからなる。
24 is an intermediate socket for connecting two ladder members 10 in the vertical direction, and a joint for fixing a connecting rod between two base frames 25 and connecting horizontal beams to be described later to the left and right end surfaces of the base frame 25. It consists of a series of frames 27.

この基枠25は上下に貫通する取付孔28が設けられて
おり、この取付孔28に上下の梯子部材10の上記継手
部14を堅密に挿し込むことに依り、これらが一体結合
させる如くなっている。
This base frame 25 is provided with a mounting hole 28 that passes through the top and bottom, and by tightly inserting the joint portions 14 of the upper and lower ladder members 10 into this mounting hole 28, these are integrally connected. ing.

尚、この結合の際、上記基枠25に設けた透孔29と上
記透孔15との間にピン30を第1図に示す如く挿し込
んで、これらの脱抜が互いに自由に行われるのを防止し
うる如くなっている。
In addition, during this connection, a pin 30 is inserted between the through hole 29 provided in the base frame 25 and the through hole 15 as shown in FIG. 1, so that they can be freely removed from each other. It is now possible to prevent

31は上記基枠25の前後にそれぞれ突設された係止ピ
ンであり、上記と同様のブレス23の一端を係止する如
く使用される。
Denoted at 31 are locking pins protruding from the front and rear of the base frame 25, which are used to lock one end of the brace 23 similar to the above.

第1図に於いて、32は上記球形タンク1内の底部に設
置される三脚式の支持部材であり、下部サポート3とタ
ーンバックル62により連結され、各脚33は複数の脚
材を連結したものからなり、その長さが調節部材34に
依って任意に選べる様になっており、これらの脚33に
は支承台35が取り付けられている。
In FIG. 1, 32 is a tripod-type support member installed at the bottom of the spherical tank 1, and is connected to the lower support 3 by a turnbuckle 62, and each leg 33 is formed by connecting a plurality of leg members. The length of the legs can be arbitrarily selected by means of an adjusting member 34, and a support base 35 is attached to these legs 33.

そしてこの支承台35にはこれを貫通する如き回転自在
な回転軸36が支承されている。
A rotatable shaft 36 is supported on the support base 35 and extends through the support base 35.

一方、37は上記中間ソケット24の左右に接続される
水平梁であり、断面コ字状枠杆38の両端に矩形断面の
継手枠39を連結したものからなり、その一端の継手枠
39は上記中間ソケット24の継手枠27に挿し込まれ
て、これらが互いに一体結合される如くなっている。
On the other hand, 37 is a horizontal beam connected to the left and right sides of the intermediate socket 24, and is made up of a frame rod 38 having a U-shaped cross section and a joint frame 39 having a rectangular cross section connected to both ends, and the joint frame 39 at one end is connected to the frame rod 38 having a U-shaped cross section. They are inserted into the joint frame 27 of the intermediate socket 24 and are integrally connected to each other.

また、40は他端の上記継手枠39に挿し込まれて接続
される梁ソケットであり、その接続が行われる二つの矩
形断面の筒杆41を、連結杆42にて結合したものから
なる。
A beam socket 40 is inserted into and connected to the joint frame 39 at the other end, and is made up of two cylindrical rods 41 with a rectangular cross section connected by a connecting rod 42.

更に、この梁ソケット40の他端には他の水平梁37の
継手枠39が接続される。
Further, a joint frame 39 of another horizontal beam 37 is connected to the other end of this beam socket 40.

尚、上記梁ソケット40にはブレス係止用の係止ピン4
3が取り付けられている。
Note that the beam socket 40 has a locking pin 4 for locking the brace.
3 is installed.

また上記した基枠25間の連結杆の取付基部には補強板
44が取り付けられ、これにプレスの端部を固定するボ
ルト挿通用の透孔45が穿設されている。
Further, a reinforcing plate 44 is attached to the mounting base of the connecting rod between the base frames 25 described above, and a through hole 45 for inserting a bolt for fixing the end of the press is bored in the reinforcing plate 44.

次に、足場装置を組み付ける手段を、その組み付けに使
用する部品とともに説明する。
Next, the means for assembling the scaffolding device will be explained together with the parts used for the assembling.

先ず、上記球形タンク1内で複数の梯子部材10および
中間ソケット24を用意して、これらの基枠11の継手
部14を上記取付孔28に挿通する如く、これら両者を
複数連結固定し、上記透孔15.29に取付ピン30を
挿し込んで、これらが脱抜するのを防止する。
First, a plurality of ladder members 10 and intermediate sockets 24 are prepared in the spherical tank 1, and a plurality of these are connected and fixed by inserting the joint portions 14 of the base frame 11 into the mounting holes 28, and then Mounting pins 30 are inserted into the through holes 15.29 to prevent them from slipping out.

また、上記の如く取り付けられた梯子部材10の最上部
のものに、その継手部14に基枠17の取付孔20が嵌
合する如く、上部ソケット16を取り付ける。
Further, the upper socket 16 is attached to the uppermost part of the ladder member 10 attached as described above so that the attachment hole 20 of the base frame 17 fits into the joint part 14 of the uppermost one.

そして上記透孔15と透孔21に取付ピン46を挿し込
んで、これらの間の脱抜を防止する。
Then, the mounting pins 46 are inserted into the through holes 15 and 21 to prevent them from coming off.

更に、上記梯子部材10の最下部のものには、ソケット
受47を取り付け、これを上記支承台35上にセットす
る。
Further, a socket receiver 47 is attached to the lowest part of the ladder member 10, and this is set on the support base 35.

ここで上部ソケット16の保持板18に設けられた透孔
19と上記底板6の中心孔8との芯合せを行い、球形タ
ンク1の外部から支持軸48とスラストベアリング49
とを通すとともに、上記梯子部材10を充分上方に持ち
上げてお・く、そして下から人がこの梯子部材10を登
り、保持板18の下側からブツシュ50を上記中心孔8
、透孔19に挿し込み、その下端からナツト51を当て
て、これを上記通された支持軸48の下端にねじ込み、
そのナツト51に設けられた割溝(図示しない)に割ピ
ンを挿し込んで、上記上部サポー1−2に対し上部ソケ
ット16を回動自在に支持せしめる。
Here, the through hole 19 provided in the retaining plate 18 of the upper socket 16 and the center hole 8 of the bottom plate 6 are aligned, and the support shaft 48 and thrust bearing 49 are connected from the outside of the spherical tank 1.
At the same time, the ladder member 10 is lifted sufficiently upward, and a person climbs up the ladder member 10 from below and inserts the bushing 50 from the lower side of the holding plate 18 into the center hole 8.
, insert it into the through hole 19, apply the nut 51 from its lower end, and screw it onto the lower end of the support shaft 48 passed through,
A split pin is inserted into a split groove (not shown) provided in the nut 51, and the upper socket 16 is rotatably supported with respect to the upper support 1-2.

更に続いて、上記支持部材32の高さを調節部材34を
下向調節することに依り任意に選定し、支承台35上の
上記ソケット受け47に、最下端の梯子部材10に結合
された中間ソケット24を支持せしめる如くなす。
Further, the height of the support member 32 is arbitrarily selected by adjusting the adjustment member 34 downward, and the intermediate portion connected to the lowermost ladder member 10 is attached to the socket receiver 47 on the support base 35. It is made to support the socket 24.

そしてその支持状態は支持軸48、ナツト51等の固定
手段にて吊設保持される。
The supported state is maintained suspended by fixing means such as the support shaft 48 and the nut 51.

斯くして、上記梯子部材10からなる柱体9の垂直荷重
が上記上部サポート2にて受けられる6次に、上記基枠
17と保持板18とに介在された左右の補強板52には
透孔53が設けられてお・す、この透孔53と、上記中
間ソケット24の補強板44に設けられた透孔45との
間、及び図3に示すように下に向かって透孔45同志を
、梯子部材10が変形しないように張架されたブレス5
4の両端が、ボルトナツトなどに依り固定されている。
In this way, the vertical load of the column 9 made of the ladder member 10 is received by the upper support 2.Next, the left and right reinforcing plates 52 interposed between the base frame 17 and the holding plate 18 are made of transparent material. A hole 53 is provided between the through hole 53 and the through hole 45 provided in the reinforcing plate 44 of the intermediate socket 24, and as shown in FIG. , the brace 5 is stretched so that the ladder member 10 is not deformed.
Both ends of 4 are fixed with bolts and nuts.

続いて、上記組み立てられた中間ソケット24の継手枠
27に、水平梁37の継手枠39を上記の如く結合する
とともに、他端の継手枠39に梁ソケット40の筒杆4
1を接続して、必要個数例えば四個の水平梁37を左右
に連設する。
Next, the joint frame 39 of the horizontal beam 37 is connected to the joint frame 27 of the intermediate socket 24 assembled as described above, and the cylindrical rod 4 of the beam socket 40 is connected to the joint frame 39 at the other end.
1, and the required number of horizontal beams 37, for example, four, are installed side by side on the left and right.

そしてこの水平梁37の最外部の端部を上記球形タンク
1の内周面に近接せしめる様になす。
The outermost end of the horizontal beam 37 is brought close to the inner peripheral surface of the spherical tank 1.

この場合に於いて、上部ソケット16に設けた上記係止
ピン22と梁ソケット40に設けた係止ピン43との間
および上下位置にある各梁ソケット40どうしにターン
バックル55付きの上記ブレス23の端部が係止されて
いる。
In this case, the brace 23 is provided with turnbuckles 55 between the locking pins 22 provided on the upper socket 16 and the locking pins 43 provided on the beam sockets 40, and between the beam sockets 40 in the upper and lower positions. The end of is locked.

尚、各ブレス23は第1図に示す如く左右の斜め方向お
よび上下方向に設けられる。
It should be noted that each brace 23 is provided diagonally left and right and in the vertical direction as shown in FIG.

この様に梁ソケット40を介して吊持される互いに対象
な位置にある水平梁37の荷重は、互いに対象位置にあ
るブレス23に依って、柱体9の中心荷重とならしめら
れ、互いにバランスさせながら、上記左右の複数の水平
梁37を安定支持する。
In this way, the loads of the horizontal beams 37 suspended via the beam sockets 40 at mutually symmetrical positions are equalized to the center load of the column body 9 by the braces 23 at mutually symmetrical positions, and are balanced against each other. The plurality of horizontal beams 37 on the left and right sides are stably supported.

また、斯かる組み立て作業に前後して、上記水平梁37
上には、第4図に示す如く足場板56が並列する様に複
数個宛敷設される。
Also, before and after such assembly work, the horizontal beam 37
As shown in FIG. 4, a plurality of scaffold boards 56 are laid in parallel on the top.

これらの足場板56は第5図に示す如く前後部に小木5
7が突設されており、工具等の作業部品の落下を防止し
ている。
These scaffolding boards 56 have small trees 5 at the front and rear as shown in FIG.
7 is provided in a protruding manner to prevent work parts such as tools from falling.

また、水平梁37の側部には手摺58を支承する支柱5
9嵌合用透孔60が設けられている。
Further, on the side of the horizontal beam 37, a support 5 supporting a handrail 58 is provided.
9 fitting through holes 60 are provided.

また、61は上記足場板56の最先端にあるものの下部
に、水平梁37に対して摺動自在に取り付けられた突出
足場であり、必要に応じ球形タンク1内の壁面に突出す
る如く使用される。
Further, 61 is a protruding scaffold that is attached to the lower part of the tip of the scaffold board 56 so as to be slidable with respect to the horizontal beam 37, and is used to protrude from the wall surface of the spherical tank 1 as necessary. Ru.

尚、上記に於いて、前後の継手枠27に取り付けられる
水平梁37を、各独立したコ字状枠杆38にて形成した
ものについて述べたが、これら前後のコ字状枠杆38を
、前記柱体9の梯子部材10と同様に、これらに先端が
枢支される連結杆を介して連結することに依り、折りた
たんだとき小形化して搬出搬入し易い様にすることがで
きる。
In the above, the horizontal beam 37 attached to the front and rear joint frames 27 is formed of independent U-shaped frame rods 38, but these front and rear U-shaped frame rods 38 are Similar to the ladder member 10 of the columnar body 9, by connecting these via a connecting rod whose tip is pivotally supported, it can be made compact when folded and can be easily carried in and out.

斯くして構成された足場装置に依れば、上記各段階の水
平梁上の足場板56または突出足場61上にて、これら
に近い球形タンク1の内壁面に対する塗装作業等が最適
の姿勢を行うことができ、その作業位置を変える場合に
は内壁面に手を当てて軽く足で足場板56をけることに
依り、足場板56は所望の位置にゆっくり移動して止ま
り、内壁面の塗装作業等を連続して行うことができる。
According to the scaffolding device configured in this way, it is possible to maintain the optimal posture for painting work, etc. on the inner wall surface of the spherical tank 1 close to the scaffolding board 56 on the horizontal beam or the protruding scaffolding 61 at each of the above-mentioned stages. When changing the working position, place your hand on the inner wall surface and lightly push the scaffolding board 56 with your foot.The scaffolding board 56 slowly moves to the desired position and stops, and the inner wall surface is painted. You can perform work etc. continuously.

本考案によれば、足場装置の構成部品は折り畳み及び分
解が容易であるから、これらの小形化が可能であり、球
形タンク内への搬入、搬出がきわめて容易である。
According to the present invention, the components of the scaffolding device can be easily folded and disassembled, so they can be made smaller and can be carried into and out of the spherical tank very easily.

即ち、先ず、柱体は複数の梯子部材を縦方向に着脱自在
に組み付けたものから戊っているがら、柱体自体の横巾
が小さく、球形タンクの上方の小さな孔からもクレーン
等で吊り下げながらスムースに挿入でき、又は抜き出す
ことが可能である。
First of all, although the column is made up of multiple ladder members that are detachably assembled in the vertical direction, the width of the column itself is small, and it cannot be hung using a crane or the like through a small hole above the spherical tank. It can be inserted or removed smoothly while being lowered.

又球形タンクの上方の孔は必ずしも球形タンクの中心線
に沿う真上にあるとはかぎらず、この場合には長い柱体
を真すぐに挿入できない場合がある従ってこの場合には
柱体を複数の梯子部材に分割し、この梯子部材を一つ一
つ球形タンク内に挿入してタンク内で任意に組み立てる
ことも可能である。
Also, the upper hole of the spherical tank is not necessarily directly above the center line of the spherical tank, and in this case, it may not be possible to insert a long column straight. It is also possible to divide it into ladder members, insert these ladder members one by one into a spherical tank, and assemble them arbitrarily within the tank.

しかもこの場合梯子部材は平行四辺形の原理で細長くコ
ンパクトに折り畳めるからタンクの孔が非常に小さくて
も折り畳んだ状態で搬入、搬出が可能となる。
Furthermore, in this case, the ladder member can be folded into a long and compact form on the principle of a parallelogram, so even if the hole in the tank is very small, it can be carried in and out in the folded state.

更に梯子部材を介して作業者が昇降可能となり、余分な
昇降部材が不要となる。
Furthermore, the worker can ascend and descend via the ladder member, eliminating the need for an extra elevation member.

要するに柱体の搬入、搬出作業がタンクの孔の位置、大
きさにかかわらず可能となり、その都度孔の状態を兄て
一体のまま、又は分割した状態で作業が行なえる。
In short, it is possible to carry in and out the columns regardless of the position and size of the holes in the tank, and each time the work can be carried out with the holes intact or divided.

又球形タンクの大きさもまちまちであり、球形タンクの
大きさに応じて梯子部材を組み付ければ良いから多様性
に富むものである。
Furthermore, the sizes of spherical tanks vary, and it is sufficient to assemble the ladder member according to the size of the spherical tank, so it is highly versatile.

同様に水平梁も梁ソケットからはずせば、軽くて小さな
複数の部材に分割可能となり、この小さな部材はタンク
の孔の位置、大きさにかかわらず搬入、搬出が可能とな
り、多数の作業者を不要とし、且つタンク内で組み立て
、解体するにも梁ソケットを介して着脱させるだけであ
るから作業性が著しく向上する。
Similarly, by removing the horizontal beam from the beam socket, it can be divided into multiple light and small members, and these small members can be carried in and out regardless of the position and size of the hole in the tank, eliminating the need for a large number of workers. Furthermore, when assembling and disassembling inside the tank, it is only necessary to attach and detach via the beam socket, which greatly improves work efficiency.

更に柱体も水平梁も複数の部材に分割できるから、球形
タンクの孔が真下にある場合でも、この、下方の孔から
搬入、搬出できるという利点も有するものである。
Furthermore, since both the column and the horizontal beam can be divided into a plurality of members, even if the hole of the spherical tank is located directly below, there is also the advantage that it can be carried in and taken out from the hole below.

水平梁は梁ソケットを介して水平方向に1つ又は複数枠
杆を連結でき、これにより球形タンクの大きさに応じて
枠杆の数を選択すればよく、一体成形された水平梁や伸
縮式の水平梁に比べて多様性に富むものである。
The horizontal beam can connect one or more frame rods in the horizontal direction via beam sockets, so that the number of frame rods can be selected according to the size of the spherical tank. It is more versatile than horizontal beams.

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

第1図は本考案に係る球形タンクの足場装置全体を示す
一部切断正面図、第2図は同じく足場装置の要部の分解
斜視図、第3図は同じくその柱体の側面図、第4図は同
じく足場部の一部を示す平面図、第5図は同じく足場部
の一部の斜視図である。 1・・・・・・球形タンク、2・・・・・・上部サポー
ト、3・・・・・・下部サポート・9・・・・・・柱体
、10・・・・・・梯子部材、11・・・・・・基枠、
12・・・・・・梯子板、13・・・・・・枢軸、23
・・・・・・プレス、24・・・・・・中間ソケット、
37・・・・・・水平梁、38・・・・・・枠杆、40
・・・・・・梁ソケット、61・・・・・・突出足場。
FIG. 1 is a partially cutaway front view showing the entire scaffolding device for a spherical tank according to the present invention, FIG. 2 is an exploded perspective view of the main parts of the scaffolding device, and FIG. FIG. 4 is a plan view showing a part of the scaffold, and FIG. 5 is a perspective view of a part of the scaffold. 1... Spherical tank, 2... Upper support, 3... Lower support, 9... Column body, 10... Ladder member, 11...Base frame,
12... Ladder board, 13... Axis, 23
...Press, 24 ...Intermediate socket,
37...Horizontal beam, 38...Frame rod, 40
...Beam socket, 61...Protruding scaffold.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1) 球形タンクの相対向する上部サポートと下部
サポート間に柱体が回転自在に支承され、この球体には
タンク内壁に向って延びる水平梁が設けられ、この水平
梁は柱体に一端を係止したプレスに依って吊持されてい
る足場装置に於て、前記柱体は複数の梯子部材をソケッ
トを介して縦方向に着脱自在に組み付けたものがら戊り
、梯子部材は、二つの平行な基枠とこの基枠間に複数の
梯子板を回転自在に枢支させて折り畳み可能な構成とさ
せ、 前記水平梁は平行な二本の枠杆と、この枠杆の端部に設
けた継手枠とからなり、基端例の継手枠は前記柱体側の
ソケットに着脱に連結され、他端の継手枠には他の枠杆
が梁ソケットを介して着脱自在に連結され、 前記水平梁上には足場板が敷設されでなる、球形タンク
内の足場装置。
(1) A column is rotatably supported between the opposing upper and lower supports of a spherical tank, and this sphere is provided with a horizontal beam extending toward the inner wall of the tank, and this horizontal beam has one end attached to the column. In a scaffolding device that is suspended by a locked press, the column is made up of a plurality of ladder members that are detachably assembled in the longitudinal direction via sockets, and the ladder members are made up of two A parallel base frame and a plurality of ladder plates are rotatably supported between the base frames to form a foldable configuration, and the horizontal beam is provided with two parallel frame rods and an end of the frame rod. The joint frame at the base end is removably connected to the socket on the column side, and another frame rod is removably connected to the joint frame at the other end via the beam socket. A scaffolding device inside a spherical tank, consisting of scaffolding boards laid on the beams.
(2)柱体の上下端に継手部が設けられ、この継手部が
ソケツI・の取付孔に着脱自在に挿通されている実用新
案登録請求の範囲第1項記載の球形タンク内の足場装置
(2) A scaffolding device in a spherical tank according to claim 1 of the utility model registration claim, wherein a joint part is provided at the upper and lower ends of the column, and the joint part is removably inserted into the mounting hole of the socket I. .
(3)柱体側ソケットと、このソケッI・より下方に位
置する水平梁の梁ソケット間にプレスが架設されてなる
実用新案登録請求の範囲第1項記載の球形タンク内の足
場装置。
(3) The scaffolding device in a spherical tank according to claim 1, wherein a press is installed between a column-side socket and a beam socket of a horizontal beam located below the socket I.
JP4930381U 1981-04-06 1981-04-06 Scaffolding device inside a spherical tank Expired JPS5937512Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4930381U JPS5937512Y2 (en) 1981-04-06 1981-04-06 Scaffolding device inside a spherical tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4930381U JPS5937512Y2 (en) 1981-04-06 1981-04-06 Scaffolding device inside a spherical tank

Publications (2)

Publication Number Publication Date
JPS58101100U JPS58101100U (en) 1983-07-09
JPS5937512Y2 true JPS5937512Y2 (en) 1984-10-17

Family

ID=30060166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4930381U Expired JPS5937512Y2 (en) 1981-04-06 1981-04-06 Scaffolding device inside a spherical tank

Country Status (1)

Country Link
JP (1) JPS5937512Y2 (en)

Also Published As

Publication number Publication date
JPS58101100U (en) 1983-07-09

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