JPS5921870A - Roof apparatus of cylindrical tank - Google Patents
Roof apparatus of cylindrical tankInfo
- Publication number
- JPS5921870A JPS5921870A JP12906882A JP12906882A JPS5921870A JP S5921870 A JPS5921870 A JP S5921870A JP 12906882 A JP12906882 A JP 12906882A JP 12906882 A JP12906882 A JP 12906882A JP S5921870 A JPS5921870 A JP S5921870A
- Authority
- JP
- Japan
- Prior art keywords
- jack
- cylindrical tank
- roof
- frame
- side wall
- 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.)
- Pending
Links
Landscapes
- Prostheses (AREA)
- Ultra Sonic Daignosis Equipment (AREA)
- Soil Working Implements (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
地上式、地下式、半地下式婢各種型式の平底円筒タンク
の屋根建造において、タンク底部で一体として組立てら
れた屋根を所定高さまでジヤツキを用いて吊上げる場合
、従来の方法では第1図及び第2図に示すように、側壁
(1)頂部に必要数のジヤツキ架台(2)を独立に設H
1同架台(2)にセットされたジヤツキ(3)によって
吊りロット区4)を介して屋根(5)を扛上していた。[Detailed Description of the Invention] In the construction of roofs for flat-bottomed cylindrical tanks of various types, including above-ground, underground, and semi-underground tanks, conventional methods In this method, as shown in Figures 1 and 2, the required number of jack frames (2) are installed independently on the top of the side wall (1).
1 The roof (5) was lifted up via the hanging lot section 4) by a jack (3) set on the same frame (2).
しかしながらこの方法では、ジヤツキによる吊り点位値
と側壁位置が水平方向にずれているため、ジヤツキ架台
を支持する側壁頂部に大きな曲げモーメントが生起し、
この曲げモーメントに対抗するため、側壁頂部に多大の
補強を必要としていた。However, in this method, the hanging point value due to the jacking and the side wall position are shifted in the horizontal direction, so a large bending moment is generated at the top of the side wall that supports the jacking frame.
In order to resist this bending moment, a large amount of reinforcement was required at the top of the side wall.
またジヤツキ架台の倒れ込みによる変形が大きく、屋根
と側壁等との定着工事が困難であった。In addition, the jack mount was severely deformed due to its collapse, making it difficult to fix the roof to the side walls, etc.
本発明はこのような問題点を除去するために提案された
もので、円筒タンクの側壁頂部に支持された屋根打上用
架台相互間をリング材で結合してなることを特徴とする
円筒タンクの屋根打上装置に係るものである。The present invention has been proposed in order to eliminate such problems, and is a cylindrical tank characterized in that the roof launch frames supported on the top of the side wall of the cylindrical tank are connected by a ring material. This relates to a roof launching device.
本発明においては前記したように、円筒タンクの側壁頂
部に屋根扛上用架台を支持するとともに、同架台相互間
をリング材で連結したので、同リング材の拘束力によっ
てジヤツキ架台の変形が抑制され、側壁頂部に働く曲げ
モーメントが大幅に減少し、補強が少なくて済み、また
ジヤツキ架台の変形が大幅に抑止され、屋根と側壁等と
の定着工事が容易になる等、本発明は多くの利点を有す
るものである。In the present invention, as described above, the roof lifting frame is supported on the top of the side wall of the cylindrical tank, and the frames are connected with each other by a ring material, so that the deformation of the jacking frame is suppressed by the restraining force of the ring material. The present invention has many advantages, such as greatly reducing the bending moment acting on the top of the side wall, requiring less reinforcement, and greatly suppressing deformation of the jack frame, making it easier to fix the roof and side wall, etc. It has advantages.
以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.
第3図乃至第5図は地下式平底円筒タンクに本発明を適
用した場合を示し、コンクリート側壁01)の頂部にジ
ヤツキ架台02が固定され、同架台(121上に装架さ
れたジヤツキ0:1によって吊りロンド(1(イ)を介
して屋根(15)が扛上されるようになっている。Figures 3 to 5 show the case where the present invention is applied to an underground flat-bottomed cylindrical tank, in which a jack frame 02 is fixed to the top of a concrete side wall 01), and a jack frame 02 is fixed to the top of the concrete side wall 01), and a jack 02 mounted on the frame (121) is The roof (15) is lifted up via the hanging iron (1 (a)).
而して前記架台θ2の頂部間にジヤツキ架台連結リング
材06)が結合されている。A jack mount connecting ring member 06) is connected between the tops of the mount θ2.
前記ジヤツキ0漕に屋根荷重Wがかかった場合、第6図
の模式図に示すように、架台a2には点線で示すように
変形を生じるが、このときリング材顛は水平バネとして
働くため、ジヤツキ架台a3の変形を拘束し、またこの
際発生する水平力Fによってジヤツキ架台α2の高さ方
向の曲げモーメントは第7図における曲げモーメント分
布図における点線Aに示す如く、ジヤツキ架台(121
の高さが低(なるにつれて小さくなる。前記連結リング
材のない場合には、曲げモーメントは一点鎖線Bに示す
如く高さ方向に変化しない。When a roof load W is applied to the jack 0 row, as shown in the schematic diagram of FIG. 6, deformation occurs in the frame a2 as shown by the dotted line, but at this time, the ring material acts as a horizontal spring, so By restraining the deformation of the jacking frame a3, and due to the horizontal force F generated at this time, the bending moment in the height direction of the jacking frame α2 is as shown by the dotted line A in the bending moment distribution diagram in FIG.
becomes smaller as the height becomes smaller. If the connecting ring material is not provided, the bending moment does not change in the height direction as shown by the dashed line B.
このようにジヤツキ架台02を支持する側壁(11)頂
部に働く曲げモーメントが大幅に減少し、補強が少なく
て済み、またジヤツキ架台←渇の変形が犬]に減少し、
屋根(15)と側壁aυ等との定着工事が容易になる。In this way, the bending moment acting on the top of the side wall (11) that supports the jack mount 02 is significantly reduced, requiring less reinforcement, and the deformation of the jack mount ← is reduced to a minimum.
Fixing work between the roof (15) and the side walls aυ etc. becomes easier.
第8図及び第9図は夫々本発明を地上式平底付円筒タン
クに適用した実施例を示し、第8図は二重殻タンクの場
合を示し、ジヤツキ架台(1岨ま内槽側板07)のナッ
クルプレートα樽と外槽側板0鴨のトップガーダ(イ)
とに亘って支持され、前記架台021間にジヤツキ架台
連結リング材翰が結合されている。8 and 9 respectively show an embodiment in which the present invention is applied to an above-ground flat-bottomed cylindrical tank. Knuckle plate α barrel and outer tank side plate 0 duck top girder (A)
A jack pedestal connection ring member is connected between the pedestals 021.
図中(21)は補強材、(22)はスチフナである。そ
の他国中前記実施例と均等部分には同一符号が附されて
いる。In the figure, (21) is a reinforcing material, and (22) is a stiffener. Other parts equivalent to those of the above embodiment are given the same reference numerals.
第9図は一重殻タンクの場合を示し、ジヤツキ架台a渇
が側板(23)の頂部に支持され、トップガーダ(24
)、側部スチフナ(25)に縦補強材(26)を介して
結合されており、前記架台aり間にジヤツキ架台連結リ
ング材alが結合されている。図中前記各実施例と均等
部分には同一符号が附されている。Figure 9 shows the case of a single-shell tank, in which the jack rack is supported on the top of the side plate (23), and the top girder (24) is supported on the top of the side plate (23).
) is connected to the side stiffener (25) via a vertical reinforcing member (26), and a jack mount connecting ring material al is connected between the mount a. In the drawings, parts equivalent to those of the above embodiments are given the same reference numerals.
なお前記各実施例において、ジヤツキ架台連結リング材
(16)はジヤツキ架台αりの頂部に配設されているが
、第10図及び第11図に示した実施例では、前記リン
グ材(16)は各ジヤツキ架台α渇の側部に水平に配設
さね、第12図及び第13図に示した実施例では前記リ
ング材側は各ジヤツキ架台(121の側部に角度をなし
て配設され、第14図及び第15図に示した実施例では
前記リング材Oeはトラス状に配設されている。In each of the above embodiments, the jack mount connecting ring material (16) is arranged at the top of the jack mount α, but in the embodiment shown in FIGS. 10 and 11, the jack mount connecting ring material (16) is arranged horizontally on the side of each jack frame (121), and in the embodiment shown in FIGS. 12 and 13, the ring material side is arranged at an angle on the side of each jack frame (121). In the embodiment shown in FIGS. 14 and 15, the ring material Oe is arranged in a truss shape.
なおジヤツキ架台αり間における前記リング材αeの周
方向形状は、直線、円弧、その他の曲線の何れでもよく
、また連結り/グは複数個配設することもできる。Note that the circumferential shape of the ring material αe between the jack frames α may be a straight line, an arc, or another curved line, and a plurality of connecting rings may be provided.
なお図中前記各実施例と均等部分には同一符号が附され
ている。In the drawings, parts equivalent to those of each of the embodiments described above are designated by the same reference numerals.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではな(、本発
明の精神を逸脱しない範囲内で種種の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments (and it is possible to make various modifications to the design without departing from the spirit of the present invention). be.
第1図は従来の円筒タンクの屋根打上装置の稼動状態を
示す縦断面図、第2図はその平面図、第3図は本発明に
係る円筒タンクの屋根扛上装置の稼動状態を示す縦断面
図、第4図はその平面図、第5図はその要部拡大図、第
6図はその作用説明図、第7図はそのモーメント分布図
、第8図及び第9図は夫々本発明の他の各実施例を示す
縦断面図、第10図及び第11図は夫々本発明の他の実
施例を示す縦断面回部に側面図、第12図及び第13図
は夫々本発明の他の実施例を示す縦断面回部に側面図、
第14図及び第15図は夫々本発明の更に他の実施例を
示す縦断面回部に側面図である。
0υ・・・側壁、(12+・・・ジヤツキ架台、θ3)
・−・ジヤツキ、(イ)・・・屋根、翰・・・ジヤツキ
架台連結リング材、07)・・・内槽側板、(+!1・
・・外槽側板、(23)・・・側板復代理人 弁理士
岡 本 重 文外2名第1(2)
第3図
才2V
′7F4図
第5図
オ90FIG. 1 is a longitudinal cross-sectional view showing the operating state of a conventional roof lifting device for a cylindrical tank, FIG. 2 is a plan view thereof, and FIG. 3 is a longitudinal cross-sectional view showing the operating state of the roof lifting device for a cylindrical tank according to the present invention. 4 is a plan view of the same, FIG. 5 is an enlarged view of its main parts, FIG. 6 is an explanatory diagram of its operation, FIG. 7 is a moment distribution diagram thereof, and FIGS. 8 and 9 are each a diagram of the present invention. FIGS. 10 and 11 are longitudinal sectional views showing other embodiments of the present invention, and FIGS. A side view of the vertical cross section showing another embodiment,
FIGS. 14 and 15 are side views of a longitudinal cross-section portion showing still other embodiments of the present invention. 0υ...Side wall, (12+...Jacket frame, θ3)
・-・Jacket, (A)...Roof, hood...Jacket frame connection ring material, 07)...Inner tank side plate, (+!1・
...Outer tank side plate, (23)...Side plate sub-agent Patent attorney
Shige Okamoto 2 people outside the literature 1st (2) Fig. 3 2V '7F4 Fig. 5 O90
Claims (1)
間をリング材で結合してなることを%徴とする円筒タン
クの屋根扛上装置。A roof lifting device for a cylindrical tank characterized by connecting roof lifting frames supported at the top of the side wall of the cylindrical tank with a ring material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12906882A JPS5921870A (en) | 1982-07-26 | 1982-07-26 | Roof apparatus of cylindrical tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12906882A JPS5921870A (en) | 1982-07-26 | 1982-07-26 | Roof apparatus of cylindrical tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5921870A true JPS5921870A (en) | 1984-02-03 |
Family
ID=15000285
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12906882A Pending JPS5921870A (en) | 1982-07-26 | 1982-07-26 | Roof apparatus of cylindrical tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5921870A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6445555B1 (en) | 1999-11-24 | 2002-09-03 | American Superconductor Corporation | Method and apparatus for discharging a superconducting magnet |
US6577108B2 (en) | 1999-11-24 | 2003-06-10 | American Superconductor Corporation | Voltage regulation of a utility power network |
-
1982
- 1982-07-26 JP JP12906882A patent/JPS5921870A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6445555B1 (en) | 1999-11-24 | 2002-09-03 | American Superconductor Corporation | Method and apparatus for discharging a superconducting magnet |
US6577108B2 (en) | 1999-11-24 | 2003-06-10 | American Superconductor Corporation | Voltage regulation of a utility power network |
USRE41170E1 (en) | 1999-11-24 | 2010-03-30 | American Superconductor Corporation | Voltage regulation of a utility power network |
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