JPS6019877A - Inner float type tank roof assembling method - Google Patents

Inner float type tank roof assembling method

Info

Publication number
JPS6019877A
JPS6019877A JP12463783A JP12463783A JPS6019877A JP S6019877 A JPS6019877 A JP S6019877A JP 12463783 A JP12463783 A JP 12463783A JP 12463783 A JP12463783 A JP 12463783A JP S6019877 A JPS6019877 A JP S6019877A
Authority
JP
Japan
Prior art keywords
roof
tank
floating
inner float
type 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.)
Pending
Application number
JP12463783A
Other languages
Japanese (ja)
Inventor
伊奈 基樹
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.)
Toyo Kanetsu KK
Original Assignee
Toyo Kanetsu 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 Toyo Kanetsu KK filed Critical Toyo Kanetsu KK
Priority to JP12463783A priority Critical patent/JPS6019877A/en
Publication of JPS6019877A publication Critical patent/JPS6019877A/en
Pending legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (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】 この発明は、インナーフロート式タンクの固定屋根の組
立工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for assembling a fixed roof of an inner float type tank.

純水の様に雨水や酸素等の混入を嫌う液体や、ガソリン
の様な揮発性の高い液体を貯蔵するために、一般に、固
定屋根の円筒型タンクの内部に浮屋根を設けたいわゆる
インナーフロート式タンクが用いられている。従来、こ
の様なインナーフロート式タンクの固定屋根を組立てる
場合は、第1図に示される様に、タンク側板コ内の底゛
板3上に支持部材lIヲ設けてこの上で浮屋根、3を組
立て、この浮屋根S上のはソ全面にわたり仮設された所
定高さの足場6を利用して固定屋根/を組立てているの
が一般である。しがし、この様な従来の屋根組立工法で
は、大規模な足場6が必要きされ、その組立、解体、運
搬に多大の労力を要し工期に及ぼす影響も大きく、費用
も高くなる。また、高所作業となるために非常に危険で
ある。また、従来の屋根組立工法の別の実施例として、
浮屋根上にて固定屋根を組立て、浮屋根と固定屋根に圧
力空気味たは水等を利用して固定屋根または固定屋根と
浮屋根を一体的に浮上させて所定の位nK固定させる方
法があるが、浮上用の@器材の取付け、@、外し等の手
間がか\す、屋根周縁部と側板上端部との取付けに面倒
な調整が必要である等の欠点を有している。更にまた。
In general, so-called inner floats are used to store liquids such as pure water that do not want to be mixed with rainwater or oxygen, or highly volatile liquids such as gasoline, which have a floating roof inside a cylindrical tank with a fixed roof. A type tank is used. Conventionally, when assembling a fixed roof for such an inner float type tank, as shown in FIG. Generally, a fixed roof is assembled using scaffolding 6 of a predetermined height temporarily installed over the entire surface of the floating roof S. However, such a conventional roof assembly method requires a large-scale scaffold 6, which requires a great deal of labor to assemble, dismantle, and transport, which greatly affects the construction period and increases costs. Additionally, work at heights is extremely dangerous. In addition, as another example of the conventional roof assembly method,
There is a method of assembling a fixed roof on top of the floating roof, using pressurized air or water between the floating roof and the fixed roof to float the fixed roof or the fixed roof and the floating roof together and fixing it to a predetermined position. However, it has drawbacks such as the troublesome installation and removal of flotation equipment, and the need for troublesome adjustment to attach the roof periphery to the upper end of the side plate. Yet again.

これらλつの従来の屋根組立工法においては、タンク完
成後でなければ長期間にわたる水張りによる耐圧試験を
行うことができない等、数多くの欠点がみられる。
These conventional roof assembly methods have a number of drawbacks, such as the fact that long-term pressure tests by filling the tank with water cannot be performed until after the tank is completed.

従って、この発明の目的はこの様な従来における欠点を
除去するために、タンク内に水を張って浮屋根を浮上さ
せ、この浮屋根上で固定屋根を組立てることにより、安
全且つ容易に、而も安価に屋根組立を行うことができ、
屋根組立と同時にタンクの水張り耐圧試験を行うことに
より工期を短縮できるようにしたインナーフロート式タ
ンクの屋根組立工法を提供することにある。
Therefore, an object of the present invention is to eliminate these conventional drawbacks by filling a tank with water to float a floating roof, and then assembling a fixed roof on top of the floating roof, thereby safely and easily. It is also possible to assemble the roof at low cost.
To provide a method for assembling the roof of an inner float type tank, which can shorten the construction period by carrying out a water pressure test of the tank at the same time as assembling the roof.

この発明によれは、インナーフロート式タンクの屋根組
立工法は、タンク側板の組立完了後に、タンク側板内の
底板上で組立てられた浮屋根を水張りによって所定高さ
まで浮上させ、この浮屋根上に仮設された足場および支
柱等の支持部材を利用して固定屋根を組立てることから
成っている。
According to this invention, the roof assembly method for an inner float tank is such that after the assembly of the tank side plates is completed, the floating roof assembled on the bottom plate in the tank side plate is floated to a predetermined height by filling with water, and temporary construction is carried out on the floating roof. It consists of assembling a fixed roof using supporting members such as scaffolding and pillars.

この発明の他の目的や特長および利点は以下の添付図面
に沿った詳細な説明から明らかになろう。
Other objects, features and advantages of the present invention will become apparent from the following detailed description taken in conjunction with the accompanying drawings.

図面の第2図にはこの発明に従ったインナーフロート式
タンクの屋根組立工法の一実施例が示され、ている。こ
の実施例においては、先ずタンク底板/l/、上にタン
ク側板13を組立て、これき並行してタンク内の底板/
りに設けられた支持部材/左の上で浮屋根/6を組立て
る。側板13および浮屋根/6の完成後、タンク内に水
を張り浮屋根/Af最適な高さまで浮上させる。この位
置で、浮屋根/lは回転や揺動等の動きを防止するため
にストッパー/gにより側板13に仮止めされる。ここ
で、水張りによる耐圧試験を開始することができる。次
に、浮屋根/6上のタンク中心位置に支柱/9を仮設し
FIG. 2 of the drawings shows an embodiment of the method for assembling the roof of an inner float tank according to the present invention. In this embodiment, first, the tank side plate 13 is assembled on top of the tank bottom plate /l/, and in parallel, the tank side plate 13 is assembled on top of the tank bottom plate /l/.
Assemble the floating roof/6 on top of the support member/left provided at the bottom. After the side plate 13 and the floating roof/Af are completed, water is filled in the tank and the floating roof/Af is floated to an optimal height. At this position, the floating roof /l is temporarily fixed to the side plate 13 by a stopper /g to prevent movement such as rotation or rocking. At this point, the pressure test by filling with water can be started. Next, temporarily install the support column /9 at the center of the tank above the floating roof /6.

この支柱/qのまわりに足場17を組む。これら支柱/
qと足場/7を利用して、屋根骨l/を支柱/9から側
板13の上端部に掛は渡し、この屋根骨/lの上に屋根
板/2を配設して固定屋根IOを組立てる。最後に、支
柱/9、足場/7、ストツバ−/ざ、そしてその他の屋
根骨/lを支持するための支持部材等を撤去し。
Scaffolding 17 is erected around this pillar /q. These pillars/
Using q and scaffolding /7, cross the roof frame l/ from the pillar /9 to the upper end of the side plate 13, place the roof plate /2 on top of this roof frame /l, and install the fixed roof IO. Assemble. Finally, the pillars /9, scaffolding /7, support members /l, and other supporting members for supporting the roof frame /l were removed.

固定屋根IOの組立が完了する。The assembly of the fixed roof IO is completed.

この様に、この発明によれば、浮上中の浮屋根を利用し
て固定屋根を作ることにより、固定屋根と浮屋根とが接
近した状態で作業できるので安全性が高く、また足場や
支柱は低いもので良く、特圧周縁部においては足場を必
要としないので、その組立、撤去作業が容易にでき、経
済的である。また、従来の固定屋根を圧力空気または水
により浮上させて側板上端に固定する方法に比べて、屋
根周縁部と側板上端との取合いの調整がないので作業が
容易である。浮屋根の組立において、この発明によれば
、浮屋根だけの荷重を支えるのに十分な数の支持部材を
用意すれば良いので、従来の様に浮屋根と足場、固定屋
根の荷重を支えるような場合に比べて支持部材の数を減
らすことができる。更に、水張り耐圧試験と固定屋根の
組立を並行して行うことができるので、工期の大幅な短
縮を図れる等。
As described above, according to the present invention, by making a fixed roof using a floating roof, the fixed roof and floating roof can be worked in close proximity, resulting in high safety. It can be of low height and does not require scaffolding in the special pressure peripheral area, so assembly and removal work is easy and economical. Furthermore, compared to the conventional method of floating a fixed roof using pressurized air or water and fixing it to the upper end of the side plate, the work is easier because there is no need to adjust the connection between the peripheral edge of the roof and the upper end of the side plate. When assembling a floating roof, according to this invention, it is only necessary to prepare a sufficient number of supporting members to support the load of the floating roof alone. The number of supporting members can be reduced compared to the case where Furthermore, since the water filling pressure test and fixed roof assembly can be performed in parallel, the construction period can be significantly shortened.

多くの利点がある。There are many advantages.

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

第1図は従来のインナー7a−)式タンクの屋根組立工
法を示す概略説明図、第2図はこの発、明に従った屋根
組立工法の一実施例を示す概略説明図である。図中。 /、/θ:固定屋根、コ、/3:タンク側板。 、?、/41:タンク底板、ダ、/S:支持部材、5゜
lA :浮屋根、A、/7 :足場、tt:ストッパー
、lq:支柱。 特許出願人 トーヨーカネツ株式会社
FIG. 1 is a schematic diagram showing a conventional roof assembly method for an inner 7a-) type tank, and FIG. 2 is a schematic diagram showing an embodiment of the roof assembly method according to the present invention. In the figure. /, /θ: Fixed roof, /3: Tank side plate. ,? , /41: Tank bottom plate, /S: Support member, 5°lA: Floating roof, A, /7: Scaffolding, tt: Stopper, lq: Support. Patent applicant: Toyo Kanetsu Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] タンク側板の組立完了後に、タンク側板内の底板上で組
立てられた浮屋根を水張りによって所定高さまで浮上さ
せ、該浮屋根上に仮設された足場および支柱等の支持部
材を利用して固定屋根を組立てることから成るインナー
フロート式タンクの屋根組立工法。
After completing the assembly of the tank side plates, the floating roof assembled on the bottom plate inside the tank side plate is floated to a predetermined height by filling with water, and a fixed roof is installed using supporting members such as scaffolding and pillars temporarily installed on the floating roof. A method for assembling the roof of an inner float tank.
JP12463783A 1983-07-11 1983-07-11 Inner float type tank roof assembling method Pending JPS6019877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12463783A JPS6019877A (en) 1983-07-11 1983-07-11 Inner float type tank roof assembling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12463783A JPS6019877A (en) 1983-07-11 1983-07-11 Inner float type tank roof assembling method

Publications (1)

Publication Number Publication Date
JPS6019877A true JPS6019877A (en) 1985-02-01

Family

ID=14890337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12463783A Pending JPS6019877A (en) 1983-07-11 1983-07-11 Inner float type tank roof assembling method

Country Status (1)

Country Link
JP (1) JPS6019877A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228247A (en) * 2008-03-21 2009-10-08 Ishii Iron Works Co Ltd Remodeling method for floating roof type storage tank
JP2014070460A (en) * 2012-10-01 2014-04-21 Sumitomo Mitsui Construction Co Ltd Erection method for dome-like roof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5768380A (en) * 1980-10-02 1982-04-26 Nippon Kokan Kk Method of construction of covered floating tank

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5768380A (en) * 1980-10-02 1982-04-26 Nippon Kokan Kk Method of construction of covered floating tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228247A (en) * 2008-03-21 2009-10-08 Ishii Iron Works Co Ltd Remodeling method for floating roof type storage tank
JP2014070460A (en) * 2012-10-01 2014-04-21 Sumitomo Mitsui Construction Co Ltd Erection method for dome-like roof

Similar Documents

Publication Publication Date Title
CN106758787A (en) A kind of Precast Pier Columns mounting and positioning device
CN113638386B (en) Offshore wind power single pile socketed foundation construction is with assembled platform
JPS6019877A (en) Inner float type tank roof assembling method
JPS59122625A (en) Fitting device for columnar leg of structure
CN219342853U (en) Pier stud steel template structure
CN219864240U (en) Supporting and reinforcing structure used between steel structure upright post and existing concrete beam
CN201689587U (en) Combined tower
CN219710054U (en) Steel trestle pier column and bearing platform connection embedded part
CN207334113U (en) A kind of steel construction pedestal for precision instrument
JPS61109850A (en) Temporary receiving jig of roof panel
JPS6268973A (en) Method for assembling suspended deck type low temperature tank
JPS5924074A (en) Assembling of cylindrical tank roof
JPH04118465A (en) Positioning jig
JPS6030325Y2 (en) building support structure
JPS6338802A (en) Method of assembling boiler steel frame
SU1668589A1 (en) A method of joining ferroconcrete pillars
JPS61150886A (en) Method of turret installation to hull of turret mooring ship
CN113212991A (en) Oil tank floating roof device connected by frame rail
JPS60138174A (en) Roof assembling method of cone roof type storage tank
JPH03277899A (en) Inner bath roof construction method for double shell tank
JPS6393973A (en) Method of assembly construction of cylindrical type structure
JPS6160229B2 (en)
JPS61282549A (en) Working scaffold in tank
JPS63234195A (en) Nuclear-reactor container bottom anchor frame structure
JPS61211463A (en) Method for assembling and anchoring large container