CN103015781A - Method for top lift installation of inner tank and outer tank of double-wall storage tank - Google Patents

Method for top lift installation of inner tank and outer tank of double-wall storage tank Download PDF

Info

Publication number
CN103015781A
CN103015781A CN2012105153201A CN201210515320A CN103015781A CN 103015781 A CN103015781 A CN 103015781A CN 2012105153201 A CN2012105153201 A CN 2012105153201A CN 201210515320 A CN201210515320 A CN 201210515320A CN 103015781 A CN103015781 A CN 103015781A
Authority
CN
China
Prior art keywords
tank
inner canister
outer tank
deck
interior
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
CN2012105153201A
Other languages
Chinese (zh)
Other versions
CN103015781B (en
Inventor
李强
李小朋
戚占涛
赵伟
乔明坤
李刚
王正广
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.)
13th Construction Co Ltdof China National Chemical Engineering
Original Assignee
13th Construction Co Ltdof China National Chemical Engineering
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 13th Construction Co Ltdof China National Chemical Engineering filed Critical 13th Construction Co Ltdof China National Chemical Engineering
Priority to CN201210515320.1A priority Critical patent/CN103015781B/en
Publication of CN103015781A publication Critical patent/CN103015781A/en
Application granted granted Critical
Publication of CN103015781B publication Critical patent/CN103015781B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

A method for top lift installation of an inner tank and an outer tank of a double-wall storage tank is used for solving the producing and installing problems of double-wall storage tank equipment. The method comprises the following construction steps: a, foundation acceptance treatment; b, outer tank bottom plate installation; c, tank bottom thermal insulating layer construction; d, inner tank bottom plate installation; e, inner tank top laying; f, inner tank first belt wall plate installation; g, outer tank top framework installation; h, inner tank top lift installation; I, other inner tank wall plate installation; j, inner tank accessory installation; k, outer tank wall plate installation; l, outer tank top plate layering; and m, test and thermal insulation construction. The method utilizes an inner tank and outer tank inverse assembling technology to simplify double-wall tank installation processes, aerial work quantity can be obviously reduced, the working efficiency is increased, the construction period is shortened, the safety of operating personnel is ensured, and the humanized construction idea is realized.

Description

The outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band
Technical field
The present invention relates to a kind of engineering equipment fabrication and installation method, especially a kind of job practices that is applicable to big-and-middle-sized double-walled tank fabrication installation.
Background technology
The double-walled storage tank is as the cryogenic liquid memory device, and it is made of the inner canister of storing cryogenic fluids and the outer tank of support thermal insulation material, is provided with the heat insulating construction layer within it between the outer tank.Double-walled storage tank inner canister and outer tank adopt the metal material of unlike material, they are inside and outside tank skin cylindrical shell by the cornice plate assembly welding of some, be welded with inside and outside tank bottom respectively by inside and outside tank skin cylindrical shell again, the inner canister tank deck of flat ceiling structure is set at interior tank skin cylindrical shell top, and tank skin cylindrical shell top arranges the outer tank tank deck of domes outside.General double-walled storage tank inner canister tank deck is suspension type, is suspended on the outer tank tank deck by suspension rod; The outer tank tank deck adopts shaped steel to do skeleton, lays the tank deck skin panel in the tank deck skeleton outside.
The difficult point of double-walled tank fabrication installation is the installation of outer tank, interior tank deck.At present, the mounting method that usually adopts both at home and abroad is: inside and outside tank deck air blow off, upright method of hull section construction or tank body upside-down mounting tank deck upright method of hull section construction (referring to SH/T3537-2009 " vertical and cylindrical low-temperature storage tank construction technology rules ").The problem that said method exists is mainly reflected in the following aspects: the one, because outer tank is constructed first, need at mounted outer tank deck the Special annular track to be set during interior tank skin assembling, hang lifting manual or that electric walking is lifted up into tank shell in the row, and interior tank skin prefabricated panels need to be carried by outer tank skin reserved passageway, and working procedure is complicated; The 2nd, interior tank deck is installed and is adopted assembly or air blow off, and work progress is loaded down with trivial details, and amount of high-altitude operation is large, and the construction period is longer; The 3rd, the inner canister assembling space is narrow, the environment sealing, and operating condition is poor.
Summary of the invention
The object of the invention is to the drawback for prior art, a kind of interior outer tank flip chip technology is provided, installation procedure is simplified, can significantly reduce amount of high-altitude operation, increased work efficiency, shorten the outer tank deck lifting installation method of double-walled storage tank inner canister band of construction period.
Problem of the present invention realizes with following technical proposals:
The outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band, its construction sequence is as follows:
A, basis are checked and accepted and are processed: check the foundation structure size, mark the location dimension line is installed, carry out built-in fitting position detection;
B, outer tank bottom install: tank bottom center plate outside outwards lay the base center at first, then lay outer tank bottom edge plate, when externally the tank bottom margin plate welds, the at first outer tank bottom edge plate butt weld at ecto-entad welding margin plate outer most edge 300mm position, then finish the welding of remaining margin plate butt weld, carry out at last the welding of shrinkage joint between margin plate and the center plate;
Isolation layer construction at the bottom of c, the tank: require to carry out laying and the cast of isolation layer at the bottom of the tank according to construction drawing;
D, interior tank bottom install: tank bottom center plate in outwards lay at the center at first, then lay inner canister bottom edge plate, and an opposite side listrium butt weld outer most edge 300mm position and interior tank bottom center plate lap weld are welded;
E, inner canister tank deck are laid: the inner canister top board is established on interior tank bottom upper berth, built-in lifting mast position and the edge ring flat-plate, finishes the assembling of inner canister tank deck remainder on interior tank bottom;
F, inner canister the first band wallboard are installed: inner canister is installed from upper terminal number the first band wallboard, the assembling mast is installed;
G, outer tank tank deck skeleton are installed: outer tank tank deck cage construction is installed, outer tank tank deck skeleton is connected on inner canister the first band wallboard;
H, inner canister tank deck erection ﹠ lift: the inner canister tank deck connects with outer tank tank deck skeleton with suspension rod, uses built-in mast to promote the inner canister tank deck, after hoisting depth surpasses built-in mast height, carries out the assembling that the inner canister tank deck is not finished part-structure;
I, other tank shells of inner canister are installed: use mast and promote electric block with tank skin cylindrical shell in the upside-down method of hull-section construction assembling, and carry out synchronously annex and install and Welding Testing, after finishing interior tank skin cylindrical shell assembling, carry out the welding of interior tank skin cylindrical shell and interior tank bottom, remove inner canister assembling mast, after interior tank skin cylindrical shell and the big angle seam welding of interior tank bottom, finish the welding of the remaining inner canister bottom edge of interior tank bottom plate butt weld, finish again the shrinkage joint welding between margin plate and the center plate;
J, inner canister annex are installed: inner canister pore and annex, adapter, inner canister stiffening ring are installed;
K, outer tank shell are installed: outer tank shell adopts the fliping lifting method to install, lifting pole is connected and fixed with interior tank skin by pull bar, outer tank skin annex is installed synchronously, after outer tank skin cylindrical shell assembling is finished, weld outer tank skin cylindrical shell and the big angle seam welding of outer tank bottom, and remove outer tank skin assembling lifting pole and technique packing;
L, outer tank tank deck plate are laid: remove outer tank tank deck skeleton with the temporary supporting of interior tank skin, as the one-shot job platform, use crane to lay outer tank deck skin panel with the inner canister tank deck;
M, test and adiabatic construction: carry out the test of interior outer tank according to designing requirement, carry out the construction of tank internal insulation after qualified.
The outer tank deck lifting installation method of above-mentioned double-walled storage tank inner canister band; when outside tank bottom installation and interior tank bottom are installed; adjacent center plate lap weld is adopted consumable electrode CO2 gas shield welding method, and the welding employing welder of opposite side listrium outer most edge 300mm position butt weld evenly distributes, the method for symmetrical welding.
The outer tank deck lifting installation method of above-mentioned double-walled storage tank inner canister band when carrying out the installation of outer tank tank deck skeleton, uses temporary supporting that outer tank tank deck skeleton is connected on inner canister the first band wallboard.
The outer tank deck lifting installation method of above-mentioned double-walled storage tank inner canister band, when carrying out inner canister tank deck erection ﹠ lift, the inner canister tank deck connects with outer tank tank deck skeleton with suspension rod, forms inner canister tank deck, inner canister first with the assembly of wallboard and outer tank tank deck skeleton, described assembly and the lifting of inner canister cylindrical body synchronous.
The outer tank deck lifting installation method of above-mentioned double-walled storage tank inner canister band, when carrying out the assembling of inner canister and outer tank shell, each all installs packing with the inboard of wallboard, after finishing interior tank skin cylindrical shell and interior tank bottom Welding Testing the packing of interior tank shell is removed, after finishing last band wallboard installation of outer tank, remove outer tank shell packing.
Outer tank adopts flip chip technology in the present invention, and is safe and reliable, and efficient is high; On the ground construction that inner canister tank deck of the present invention is laid and major part is welded has reduced amount of high-altitude operation; Outer tank tank deck skeleton of the present invention is installed on inner canister the first band wallboard, forms tank deck assembly Synchronous lifting with the inner canister tank deck, and installation procedure is simplified, and has shortened the construction period; Outside tank body Construction Mode of the present invention is rear first, improved operating condition, working security improves greatly.In a word, the present invention makes double-walled storage tank installation procedure simplify, can significantly reduce amount of high-altitude operation, has not only improved operating efficiency, has shortened the construction period, and guaranteed operating personnel's safety, has embodied the construction concept of hommization.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing.
Fig. 1 is double-walled tank structure schematic diagram;
Fig. 2 is top view at the bottom of the outer tank tank;
Fig. 3 is top view at the bottom of the inner canister tank;
Fig. 4 is outer tank tank deck temporary supporting installation drawing;
Fig. 5 is A place structure enlarged drawing among Fig. 4;
Fig. 6 is that the tank deck assembly promotes schematic diagram;
Fig. 7 is that the tank deck assembly promotes top view;
Fig. 8 is interior tank skin cylindrical shell erection ﹠ lift schematic diagram;
Fig. 9 is outer tank skin cylindrical shell erection ﹠ lift schematic diagram;
Figure 10 is outer tank skin cylindrical shell hoisting mechanism top view.
Each list of reference numerals is among the figure: 1, the outer tank tank deck, 2, outer tank skin cylindrical shell, 2-1, outer tank the first band wallboard, 2-2, other wallboards of outer tank, 3, the outer tank stiffening ring, 4, the outer tank annex, 5, outer tank bottom, 5-1, outer tank bottom center plate, 5-2, outer tank bottom edge plate, 5-3, the butt weld of outer tank bottom edge plate, 5-4, outer tank bottom center plate lap weld, 6, interior tank bottom, 6-1, interior tank bottom center plate, 6-2, inner canister bottom edge plate, 6-3, the butt weld of inner canister bottom edge plate, 6-4, interior tank bottom center plate lap weld, 7, heat insulation layer, 8, the inner canister stiffening ring, 9, interior tank skin cylindrical shell, 9-1, inner canister the first band wallboard, 9-2, other wallboards of inner canister, 10, the inner canister tank deck, 11, suspension rod, 12, temporary supporting, 13, wire rope, 14, the inner canister tank deck promotes suspension centre, 15, promote cucurbit, 16, hanger, 17, packing, 18, buttress, 19, mast, 20, lifting pole, 21, pull bar.
The specific embodiment
Referring to Fig. 1, the double-walled storage tank is made of inner and outer tank, is provided with heat insulation layer 7 within it between the outer tank.Double-walled storage tank inner canister and outer tank adopt the metal material of unlike material, they are interior tank skin cylindrical shell 9, outer tank skin cylindrical shell 2 by the cornice plate assembly welding of some, be welded with interior tank bottom 6, outer tank bottom 5 respectively by interior tank skin cylindrical shell 9, outer tank skin cylindrical shell 2 again, the inner canister tank deck 10 of flat ceiling structure is set at interior tank skin cylindrical shell 9 tops, and tank skin cylindrical shell 2 tops arrange the outer tank tank deck 1 of domes outside.This double-walled storage tank inner canister tank deck 10 is suspension type, is suspended on the outer tank tank deck 1 by suspension rod 11; Outer tank tank deck 1 adopts shaped steel to do skeleton, lays the top skin panel in the parietal bone frame outside.
Referring to Fig. 2~Figure 10, the present invention is the outer tank deck lifting installation method of double-walled storage tank inner canister band, at first carrying out the basis checks and accepts and processes, carry out the construction of inside and outside tank bottom and middle heat insulation layer thereof, finishing interior tank bottom 6 layings, inner canister tank deck 10 and outer tank tank deck 1 skeleton installs again, and with inner canister the first band wallboard 9-1 composition assembly, outer tank band wallboard and outer tank top board in secondly installing are finished heat insulation layer 7 constructions between interior outer tank at last.
Its Specific construction step is as follows:
A, basis check and process
The position deviation of ⅰ, inspection foundation structure size and built-in fitting;
ⅱ, levelling basis mounting plane mark outer tank bottom 5 the location dimension line are installed.
B, outer tank bottom 5 are installed
ⅰ, tank bottom 5 soffits are by designing requirement brushing anticorrosive paint outside;
ⅱ, outer tank bottom 5 is laid, tank bottom center plate 5-1 outside outwards lay at the center at first, adjacent outer tank bottom center plate lap weld 5-4 adopts consumable electrode CO2 gas shield welding method, then lay outer tank bottom edge plate 5-2, when externally tank bottom margin plate 5-2 welds, at first ecto-entad welds the outer tank bottom edge plate butt weld 5-3 at margin plate outer most edge 300mm position, the welding of this butt weld adopts the welder evenly to distribute, the method of symmetrical welding, then finish the welding of remaining margin plate butt weld 5-3, carry out at last the welding of shrinkage joint between outer tank bottom edge plate 5-2 and the outer tank bottom center plate 5-1, finish outer tank bottom 5 and lay;
ⅲ, carry out outer tank bottom 5 nondestructive testings and vacuum leakage test.
C, tank bottom heat insulation layer arrange
ⅰ, lay concrete on the tank bottom outside;
Spread waterproofing course after ⅱ, the levelling, and foam glass brick is installed and is laid the dry sand leveling layer.
D, interior tank bottom 6 are installed
ⅰ, interior tank bottom 6 are laid, and elder generation is tank bottom center plate 6-1 in outwards lay at the center, and adjacent interior tank bottom center plate lap weld 6-4 adopts consumable electrode CO2 gas shield welding method, then lays inner canister bottom edge plate 6-2;
The inner canister bottom edge plate butt weld 6-3 at ⅱ, ecto-entad welding margin plate outer most edge 300mm position, the welding employing welder of this butt weld evenly distributes, the method for symmetrical welding, and the welding of inner canister bottom edge plate butt weld 6-3 remainder is carried out after the inner canister bottom ring wall plate is with the bottom edge board welding;
ⅲ, interior tank bottom center plate 6-1 assembling and welding method with outer tank at the bottom of center plate consistent, center plate carries out after all welding is finished until bottom edge board with inner canister bottom edge plate 6-2 welding.
E, inner canister tank deck 10 are laid
ⅰ, inner canister tank deck plate are laid at interior tank bottom 6, built-in lifting mast 19 positions and the edge ring flat-plate, finish the assembling of inner canister top board remainder on interior tank bottom;
ⅱ, assembly welding inner canister tank deck 10, inner canister top board girth sheets are installed according to outer tank tank deck 1 frame position location, guarantee that inner canister top board girth sheets upper hanger connecting hole is with suspension rod 11 correspondences.
F, inner canister the first band wallboard 9-1 install
When ⅰ, installation inner canister the first band wallboard (counting from interior tank deck) 9-1, on interior tank bottom 6 margin plates, the buttress 18 of uniform placement 30-40 high 60mm along the circumferential direction, mark tank body interior diameter assembling circumference at buttress after buttress 18 levellings, assembling is installed synchronously with mast 19, built-in assembling packing 17 is installed;
ⅱ, according to the good position of material cutting plan mark, the lifting of checking the number, group are adjusted weld gap to inner canister the first band wallboard 9-1 with jig, spot welding is fixed;
ⅲ, by the requirement of welding procedure, carry out the welding of tank skin longitudinal seam, and in its outside inner canister stiffening ring 8 be installed.
G, outer tank tank deck 1 skeleton are installed
ⅰ, arrange the assembling vault falsework;
ⅱ, assembling longitudinal rib, hoop muscle;
ⅲ, outer tank vault construction and inner canister first are with the installation of temporary supporting 12 between wallboard 9-1, every vault beam is installed a temporary supporting 12, calculate its length by Design Requirement Drawing, temporary supporting 12 should adopt the intermittent weld mode to weld with the first band wallboard place inner canister stiffening ring 8.
H, interior tank deck erection ﹠ lift
Use built-in mast 19 and wire rope 13 to promote inner canister tank deck 10, the inner canister top board promotes suspension centre 14 and axially is evenly arranged along inner canister tank deck 10, inner canister tank deck 10 usefulness suspension rods 11 connect with outer tank tank deck 1 skeleton, after interior tank body assembled height surpassed built-in mast 19 height, assembling inner canister tank deck 10 was not finished part.
I, other wallboards of inner canister 9-2 install
ⅰ, use promote mast 19 and promote cucurbit 15 adopts the interior tank skin cylindrical shell 9 of upside-down methods of hull-section construction assembling, and carries out synchronously annex and install and Welding Testing;
Tank skin cylindrical shell 9 and interior tank bottom 6 weld seams in ⅱ, the welding, in interior tank skin cylindrical shell 9 and interior tank bottom 6 big angle seam welding, and remove inner canister and assemble with mast 19 and packing 17, finish the welding of interior tank bottom 6 remaining inner canister bottom edge plate butt weld 6-3, finish again the shrinkage joint welding between margin plate and the center plate.
J, inner canister annex are installed
The annexes such as inner canister pore and annex, adapter, anchoring piece are installed;
K, outer tank shell are installed
ⅰ, outer tank shell adopt the fliping lifting methods to install by lifting pole 20 and lifting cucurbit 15, outside on tank bottom 5 margin plates, the buttress 18 of uniform placement 30-40 high 60mm along the circumferential direction, mark tank body interior diameter assembling circumference at buttress after the buttress levelling, lifting pole 20 is connected and fixed with interior tank skin by pull bar 21, adopt the outer tank shell of upside-down installation method, outer tank annex 4 is installed synchronously;
ⅱ, weld seam nondestructive testing intert to be carried out.
The assembling of l, tank deck
After ⅰ, outside tank skin cylindrical shell 2 assemblings, carry out the assembling of tank deck, remove outer tank skin cylindrical shell 2 assembling lifting pole 20 and packings 17;
ⅱ, on the vault beam tank deck skin panel outside the symmetrical laying, remove outer tank parietal bone frame with the temporary supporting 12 of interior tank skin, use crane to lay outer tank deck skin panel.
M, test and adiabatic construction
Carry out the test of interior outer tank according to designing requirement, carry out 7 constructions of tank internal insulation after qualified.

Claims (5)

1. the outer tank deck lifting installation method of a double-walled storage tank inner canister band is characterized in that construction sequence is as follows:
A, basis are checked and accepted and are processed: check the foundation structure size, mark the location dimension line is installed, carry out built-in fitting position detection;
B, outer tank bottom (5) install: tank bottom center plate (5-1) outside outwards lay the base center at first, then lay outer tank bottom edge plate (5-2), when externally tank bottom margin plate (5-2) welds, the at first outer tank bottom edge plate butt weld (5-3) at ecto-entad welding margin plate outer most edge 300mm position, then finish the welding of remaining margin plate butt weld, carry out at last the welding of shrinkage joint between margin plate and the center plate;
Isolation layer construction at the bottom of c, the tank: require to carry out laying and the cast of isolation layer at the bottom of the tank according to construction drawing;
D, interior tank bottom (6) install: tank bottom center plate (6-1) in outwards lay at the center at first, then lay inner canister bottom edge plate (6-2), only the internally inner canister bottom edge plate butt weld (6-3) at tank bottom margin plate outer most edge 300mm position welding;
E, inner canister tank deck (10) are laid: inner canister top board (10) is laid at interior tank bottom (6), except upper built-in lifting mast (19) position of interior tank bottom (6) and edge ring flat-plate, finishes the assembling of inner canister tank deck (10) remainder;
F, inner canister the first band wallboard (9-1) installation: inner canister is installed from upper terminal number the first band wallboard (9-1), assembling mast (19) is installed;
G, outer tank tank deck (1) skeleton are installed: outer tank tank deck (1) cage construction is installed, outer tank tank deck (10) skeleton is connected on inner canister the first band wallboard (9-1);
H, inner canister tank deck (10) erection ﹠ lift: inner canister tank deck (10) connects with outer tank tank deck skeleton with suspension rod (11), use built-in mast (19) to promote inner canister tank deck (10), after hoisting depth surpasses built-in mast (19) height, carry out the assembling that inner canister tank deck (10) is not finished part-structure;
I, other tank shells of inner canister (9-2) are installed: use mast (19) and promote electric block (15) with tank skin cylindrical shell (9) in the upside-down method of hull-section construction assembling, and carry out synchronously annex and install and Welding Testing, after finishing interior tank skin cylindrical shell (9) assembling, carry out interior tank skin cylindrical shell (9) and interior tank bottom (6) welding, remove inner canister assembling mast (19), after interior tank skin cylindrical shell (9) and interior tank bottom (6) big angle seam welding, finish the welding of interior tank bottom (6) remaining inner canister bottom edge plate butt weld (6-3), finish again the shrinkage joint welding between margin plate and the center plate;
J, inner canister annex are installed: inner canister pore and annex, adapter, inner canister stiffening ring (8) are installed;
K, outer tank shell are installed: outer tank shell adopts the fliping lifting method to install, lifting pole (20) is connected and fixed with interior tank skin by pull bar (21), outer tank skin annex (4) is installed synchronously, after outer tank skin cylindrical shell (2) assembling is finished, weld outer tank skin cylindrical shell (2) and outer tank bottom (5) big angle seam welding, and remove outer tank skin assembling lifting pole (20) and technique packing (17);
L, outer tank tank deck plate are laid: remove outer tank tank deck skeleton with the temporary supporting (12) of interior tank skin, as the one-shot job platform, use crane to lay outer tank deck skin panel with inner canister tank deck (10);
M, test and adiabatic construction: carry out the test of interior outer tank according to designing requirement, carry out tank internal insulation (7) construction after qualified.
2. the outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band according to claim 1; it is characterized in that; when outside tank bottom (5) installation and interior tank bottom (6) are installed; adjacent center plate lap weld is adopted consumable electrode CO2 gas shield welding method, and the welding employing welder of opposite side listrium outer most edge 300mm position butt weld evenly distributes, the method for symmetrical welding.
3. the outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band according to claim 2, it is characterized in that, when carrying out the installation of outer tank tank deck (1) skeleton, use temporary supporting (12) that outer tank tank deck (1) skeleton is connected on inner canister the first band wallboard (9-1).
4. the outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band according to claim 3, it is characterized in that, when carrying out inner canister tank deck (10) erection ﹠ lift, inner canister tank deck (10) connects with outer tank tank deck (1) skeleton with suspension rod (11), form assembly, described assembly and interior tank body (9-2) Synchronous lifting of inner canister tank deck (10), inner canister the first band wallboard (9-1) and outer tank tank deck (1) skeleton.
5. the outer tank deck lifting installation method of a kind of double-walled storage tank inner canister band according to claim 4, it is characterized in that, when carrying out the assembling of inner canister and outer tank shell, each all installs packing with the inboard of wallboard, after finishing interior tank skin cylindrical shell and interior tank bottom Welding Testing the packing of interior tank shell is removed, after finishing last band wallboard installation of outer tank, remove outer tank shell packing.
CN201210515320.1A 2012-12-05 2012-12-05 Method for top lift installation of inner tank and outer tank of double-wall storage tank Active CN103015781B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210515320.1A CN103015781B (en) 2012-12-05 2012-12-05 Method for top lift installation of inner tank and outer tank of double-wall storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210515320.1A CN103015781B (en) 2012-12-05 2012-12-05 Method for top lift installation of inner tank and outer tank of double-wall storage tank

Publications (2)

Publication Number Publication Date
CN103015781A true CN103015781A (en) 2013-04-03
CN103015781B CN103015781B (en) 2015-07-15

Family

ID=47964837

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210515320.1A Active CN103015781B (en) 2012-12-05 2012-12-05 Method for top lift installation of inner tank and outer tank of double-wall storage tank

Country Status (1)

Country Link
CN (1) CN103015781B (en)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103692095A (en) * 2013-12-11 2014-04-02 中国化学工程第四建设有限公司 Installation and construction method for large-scale single-disc type outer floating top storage tank
CN103791228A (en) * 2014-02-19 2014-05-14 中国海洋石油总公司 Connecting method of moistureproof boards of secondary container of full-capacity liquefied natural gas storage tank
CN104261290A (en) * 2014-08-19 2015-01-07 中色十二冶金建设有限公司 Control system for automatic jacking tank of electric hoists
CN104456059A (en) * 2014-10-21 2015-03-25 中国海洋石油总公司 Mounting method for inner tank wallboards of self-supporting LNG storage tank
CN105484549A (en) * 2016-01-25 2016-04-13 五矿二十三冶建设集团第一工程有限公司 Installation and construction method of large steel material bin
CN105569412A (en) * 2016-01-05 2016-05-11 山东电力建设第三工程公司 Method for manufacturing and mounting nuclear power desalting water tank
CN105672735A (en) * 2016-01-25 2016-06-15 五矿二十三冶建设集团第一工程有限公司 Jacking type mounting construction structure for large-sized steel material cabin
CN105776086A (en) * 2016-04-26 2016-07-20 中国化学工程第三建设有限公司 Inverted lifting system for synchronous construction of double-layer storage tank and using method for inverted lifting system
CN105908843A (en) * 2016-04-26 2016-08-31 中国化学工程第三建设有限公司 Synchronous inversion construction method of double-layer vault storage tank
CN105952228A (en) * 2016-04-26 2016-09-21 中国化学工程第三建设有限公司 Construction method for double layer storage tank with flat suspended roof as inner tank roof
CN107555360A (en) * 2017-08-04 2018-01-09 上海二十冶建设有限公司 The upside-down mounting method for dismounting of cryogenic liquid storage tank
TWI625450B (en) * 2015-09-11 2018-06-01 Ihi股份有限公司 Method for constructing cylindrical tank
CN108678388A (en) * 2018-05-05 2018-10-19 十四冶建设集团云南安装工程有限公司 The short mast multiple spot integral hoisting construction engineering method of large capacity circle storage tank
CN108994469A (en) * 2017-06-06 2018-12-14 五冶集团上海有限公司 Large-size stainless steel groove tank siding construction anti-deformation method under hot environment
CN110303265A (en) * 2019-07-26 2019-10-08 中石化第十建设有限公司 A kind of low-temperature storage tank inner canister top board construction technique and low-temperature storage tank construction technology
CN111151903A (en) * 2020-01-20 2020-05-15 航天海鹰(哈尔滨)钛业有限公司 Forming method of titanium alloy hollow cylinder structural member
CN111715978A (en) * 2020-06-13 2020-09-29 中国化学工程第十一建设有限公司 Welding method and construction method for large-scale inner floating roof storage tank
CN113145995A (en) * 2021-04-30 2021-07-23 中国化学工程第十四建设有限公司 Construction method suitable for aluminum ceiling of large-scale full-capacity low-temperature storage tank
CN115095207A (en) * 2021-11-01 2022-09-23 云南建投第二安装工程有限公司 Construction system for manufacturing wood chip bin

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003069087A1 (en) * 2002-02-13 2003-08-21 Statoil Asa Dome shaped structure and method for constructing such structure
CN101858161A (en) * 2010-07-13 2010-10-13 中国化学工程第四建设公司 Construction method of low-temperature double-wall storage tanks
CN101890583A (en) * 2009-11-17 2010-11-24 陕西化建工程有限责任公司 Hydraulic jacking automatic welding inverted construction method of large-sized storage tank
CN102444308A (en) * 2011-09-20 2012-05-09 中化二建集团有限公司 Construction method of double-housing large-scale low-temperature storage tank
CN102720386A (en) * 2011-12-31 2012-10-10 青岛安装建设股份有限公司 Inversing method of inner side clustering hoop of vertical storage tank

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003069087A1 (en) * 2002-02-13 2003-08-21 Statoil Asa Dome shaped structure and method for constructing such structure
CN101890583A (en) * 2009-11-17 2010-11-24 陕西化建工程有限责任公司 Hydraulic jacking automatic welding inverted construction method of large-sized storage tank
CN101858161A (en) * 2010-07-13 2010-10-13 中国化学工程第四建设公司 Construction method of low-temperature double-wall storage tanks
CN102444308A (en) * 2011-09-20 2012-05-09 中化二建集团有限公司 Construction method of double-housing large-scale low-temperature storage tank
CN102720386A (en) * 2011-12-31 2012-10-10 青岛安装建设股份有限公司 Inversing method of inner side clustering hoop of vertical storage tank

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103692095B (en) * 2013-12-11 2016-08-17 中国化学工程第四建设有限公司 Large-scale single disc-type External floating roof tank construction method of installation
CN103692095A (en) * 2013-12-11 2014-04-02 中国化学工程第四建设有限公司 Installation and construction method for large-scale single-disc type outer floating top storage tank
CN103791228A (en) * 2014-02-19 2014-05-14 中国海洋石油总公司 Connecting method of moistureproof boards of secondary container of full-capacity liquefied natural gas storage tank
CN103791228B (en) * 2014-02-19 2016-01-13 中国海洋石油总公司 LNG Liquefied natural gas holds the connecting means of storage tank time container moist-proof board entirely
CN104261290A (en) * 2014-08-19 2015-01-07 中色十二冶金建设有限公司 Control system for automatic jacking tank of electric hoists
CN104456059A (en) * 2014-10-21 2015-03-25 中国海洋石油总公司 Mounting method for inner tank wallboards of self-supporting LNG storage tank
TWI625450B (en) * 2015-09-11 2018-06-01 Ihi股份有限公司 Method for constructing cylindrical tank
CN105569412A (en) * 2016-01-05 2016-05-11 山东电力建设第三工程公司 Method for manufacturing and mounting nuclear power desalting water tank
CN105484549B (en) * 2016-01-25 2017-12-08 五矿二十三冶建设集团第一工程有限公司 The construction method of installation of Large Steel feed bin
CN105672735A (en) * 2016-01-25 2016-06-15 五矿二十三冶建设集团第一工程有限公司 Jacking type mounting construction structure for large-sized steel material cabin
CN105672735B (en) * 2016-01-25 2018-05-25 五矿二十三冶建设集团第一工程有限公司 The jacking type installation structure of Large Steel feed bin
CN105484549A (en) * 2016-01-25 2016-04-13 五矿二十三冶建设集团第一工程有限公司 Installation and construction method of large steel material bin
CN105908843A (en) * 2016-04-26 2016-08-31 中国化学工程第三建设有限公司 Synchronous inversion construction method of double-layer vault storage tank
CN105952228A (en) * 2016-04-26 2016-09-21 中国化学工程第三建设有限公司 Construction method for double layer storage tank with flat suspended roof as inner tank roof
CN105776086A (en) * 2016-04-26 2016-07-20 中国化学工程第三建设有限公司 Inverted lifting system for synchronous construction of double-layer storage tank and using method for inverted lifting system
CN105776086B (en) * 2016-04-26 2018-04-03 中国化学工程第三建设有限公司 Fliping lifting system and its application method for double-layer storage tank synchronous construction
CN105952228B (en) * 2016-04-26 2018-05-11 中国化学工程第三建设有限公司 A kind of interior tank deck is the double-layer storage tank construction method of flat furred ceiling
CN108994469A (en) * 2017-06-06 2018-12-14 五冶集团上海有限公司 Large-size stainless steel groove tank siding construction anti-deformation method under hot environment
CN107555360A (en) * 2017-08-04 2018-01-09 上海二十冶建设有限公司 The upside-down mounting method for dismounting of cryogenic liquid storage tank
CN107555360B (en) * 2017-08-04 2019-06-28 上海二十冶建设有限公司 The upside-down mounting method for dismounting of cryogenic liquid storage tank
CN108678388A (en) * 2018-05-05 2018-10-19 十四冶建设集团云南安装工程有限公司 The short mast multiple spot integral hoisting construction engineering method of large capacity circle storage tank
CN110303265A (en) * 2019-07-26 2019-10-08 中石化第十建设有限公司 A kind of low-temperature storage tank inner canister top board construction technique and low-temperature storage tank construction technology
CN111151903A (en) * 2020-01-20 2020-05-15 航天海鹰(哈尔滨)钛业有限公司 Forming method of titanium alloy hollow cylinder structural member
CN111715978A (en) * 2020-06-13 2020-09-29 中国化学工程第十一建设有限公司 Welding method and construction method for large-scale inner floating roof storage tank
CN113145995A (en) * 2021-04-30 2021-07-23 中国化学工程第十四建设有限公司 Construction method suitable for aluminum ceiling of large-scale full-capacity low-temperature storage tank
CN115095207A (en) * 2021-11-01 2022-09-23 云南建投第二安装工程有限公司 Construction system for manufacturing wood chip bin

Also Published As

Publication number Publication date
CN103015781B (en) 2015-07-15

Similar Documents

Publication Publication Date Title
CN103015781B (en) Method for top lift installation of inner tank and outer tank of double-wall storage tank
LU102302B1 (en) Steel reinforcement cage for use in ventilation shaft diaphragm wall, and usage method
CN101967886B (en) Assembly and installation methods of steel containment vessel of nuclear power station
CN111501997A (en) Steel truss structure construction method applied to stadium
CN101538936B (en) Hydraulic slip-and-lift construction method for water tower
CN101858161B (en) Construction method of low-temperature double-wall storage tanks
CN102061788B (en) Method for mounting bottom plates and cylinder of steel lining of nuclear power plant
CN102626850A (en) Installation process for metal oil tank in cave storage
CN109231007B (en) Electric furnace body hoisting and mounting process
CN105298100A (en) Construction method of cantilever construction platform with ultrahigh cast-in-place flaring structure in cylindrical building
CN101347703B (en) Installation technique of metallurgical gas desulfuration absorbing tower
CN101440667A (en) Installation method of large-span single-layer canopy latticed shell structure
CN103790423B (en) Large-sized concrete silo construction method
CN105952228A (en) Construction method for double layer storage tank with flat suspended roof as inner tank roof
CN105908843A (en) Synchronous inversion construction method of double-layer vault storage tank
CN106141476A (en) A kind of super-large diameter is without the assemble method of ribbed stiffener thin-wall semi top seal closure
CN110303265A (en) A kind of low-temperature storage tank inner canister top board construction technique and low-temperature storage tank construction technology
CN106544959B (en) The construction method of king-tower lifting segment and bridge main tower saddle containing saddle
CN103046788B (en) Steel funnel of coal blending bin and installation method of traditional steel funnel of coal blending bin
CN102146492A (en) Method for installing converter body equipment and tooling platform
CN102226497B (en) Manufacturing method of large rubber rolling curtain sealed dry-type gas holder
CN101972897A (en) Tank top installing and welding process of single-coating double-wall low temperature storage tank
CN103692095A (en) Installation and construction method for large-scale single-disc type outer floating top storage tank
CN104264781B (en) Latticed cylindrical surface steel structure latticed shell and construction method thereof
CN205791421U (en) The lighting proof strip device of the anti-sideflash of roofing skeleton layer curtain wall

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant