Sel­ec­ted references

Our references in tank building

  • New con­s­truc­tion of a dou­ble bot­tom and the fixed roof
  • Dis­mant­ling of the exis­ting fixed roof by means of cra­ne lif­ting and sub­se­quent scrapping
  • Dis­mant­ling of the rai­sed floor
  • Assem­bly of a new dou­ble bot­tom incl. con­nec­tion to the leaka­ge moni­to­ring system
  • Assem­bly of a new tank roof, the tank roof was pre­fa­bri­ca­ted on an adja­cent area and pla­ced and assem­bled as a who­le on the tank
  • Instal­la­ti­on of new tank bot­tom and new hea­ting coil
  • Hot water-powered hea­ting coil with a length of 3,719 m
  • Engi­nee­ring for the new tank bot­tom and the new hea­ting coil
  • Inser­ti­on of an assem­bly ope­ning into the tank (door­s­heet, 4 x 4 m) using a high-pres­su­re water jet
  • Manu­fac­tu­re, deli­very, and instal­la­ti­on of the new tank bot­tom (mem­bra­ne) and new bot­tom edge plates
  • Manu­fac­tu­re of the new edge segment
  • Deli­very and instal­la­ti­on of new tank bot­tom sump and resi­du­al emp­ty­ing line
  • Cut­ting of nozz­le fields in the tank shell for the hea­ting coil and the fil­ling and emp­ty­ing pipe
  • Sta­tic cal­cu­la­ti­on for the sub­frames befo­re cut­ting out nozz­le fields from the tank shell
  • Instal­la­ti­on of sub­frames befo­re inser­ti­on of nozz­le fields using water jet cutting
  • Deli­very and instal­la­ti­on of new nozz­le field for the hea­ting pipe (pre­fa­bri­ca­ted con­nec­tion field with 8 con­nec­tions for the hea­ting pipe ente­ring the tank and 8 con­nec­tions for the hea­ting pipe exi­ting the tank)
  • Deli­very and instal­la­ti­on of sam­pling con­nec­tions, tem­pe­ra­tu­re con­nec­tions, pres­su­re con­nec­tions, and Pro­te­go connections
  • Instal­la­ti­on of brackets/supports and the com­ple­te hea­ting coil with a length of 3,719 m
  • Wel­ding of the hea­ting coil, total num­ber of welds > 500
  • Final seal­ing of the door sheet in the tank jacket
  • NDT of all new­ly instal­led components
  • Han­do­ver of the tank to the ope­ra­tor for final water filling

SOYK Indus­tri­al Ser­vices GmbH was com­mis­sio­ned to repair a dry gas tank (mem­bra­ne gas tank) as part of this pro­ject. The tank has a dia­me­ter of 25 m, a shell height of 23 m, and a tank capa­ci­ty of 9,400 m³. In this case, the mem­bra­ne is atta­ched to a floa­ting hori­zon­tal disc. During ope­ra­ti­on, the mem­bra­ne is stret­ched into an arc shape by the gas pres­su­re bet­ween the attach­ment to the disc (pis­ton) and the tank housing. Befo­re car­ry­ing out the repair work, SOYK GmbH recor­ded the actu­al con­di­ti­on of the mem­bra­ne gas tank.

The resi­dues left in the tank after various rin­sing pro­ces­ses (sludge) are sucked out by the clea­ning robot from SOYK GmbH using our asso­cia­ted suc­tion truck and our ATEX screw pump (rough clea­ning).

Spe­ci­fi­cal­ly, the fol­lo­wing work steps were car­ri­ed out by SOYK GmbH as the gene­ral contractor:

  • First, the mem­bra­ne was patched in seve­ral places so that a test run could be car­ri­ed out. The test run was per­for­med with air using mobi­le blo­wers that were instal­led out­side the gaso­me­ter for this purpose.
  • It was deter­mi­ned that the instal­led dia­phragm was too long, the dia­phragm disc was twis­ted or not posi­tio­ned cor­rect­ly in the tank, and the­r­e­fo­re the dia­phragm cable gui­de also had to be realigned.
  • This was fol­lo­wed by a com­ple­te sur­vey of the gaso­me­ter with the aim of deter­mi­ning its actu­al con­di­ti­on as accu­ra­te­ly as pos­si­ble in order to deri­ve the appro­pria­te mea­su­res to ensu­re the smooth ope­ra­ti­on of the gaso­me­ter in the future. In addi­ti­on, the requi­red dimen­si­ons of the new mem­bra­ne were deter­mi­ned on the basis of the cur­rent sur­vey results.
  • In a fur­ther step, based on the preli­mi­na­ry inves­ti­ga­ti­ons, the disc of the dry gas con­tai­ner was floa­ted using the mobi­le blo­wers and rea­li­gned or repo­si­tio­ned cen­tral­ly in the con­tai­ner in accordance with the mea­su­re­ments taken previously.
  • The old mem­bra­ne was then dis­mant­led, start­ing with the fas­tening to the disc and then to the tank jacket or to a cir­cu­la­ti­on pipe in this con­tai­ner. The fas­tening rails and the mem­bra­ne were then dis­po­sed of properly.
  • Based on a struc­tu­ral ana­ly­sis com­mis­sio­ned by us to assess the sta­bi­li­ty of the dry gas tank, lon­gi­tu­di­nal stif­fe­ners were atta­ched to the tank shell due to axi­al buck­ling. For this pur­po­se, an inter­nal scaf­fold was instal­led along the tank wall, from which the grin­ding and wel­ding work on the tank shell was car­ri­ed out.
  • The rope gui­des of the dry gas tank were repla­ced and their posi­ti­ons abo­ve and below the disc and on the tank jacket were moved, as the disc of the gaso­me­ter had also been rea­li­gned and repo­si­tio­ned cen­tral­ly in the tank. The requi­red new posi­ti­ons of the deflec­tion rollers/rope gui­des were pre­cis­e­ly mea­su­red in advan­ce. Based on the mea­su­re­ment results, the­se were dis­mant­led and then wel­ded back into their new posi­ti­ons to ensu­re smooth ope­ra­ti­on of the gaso­me­ter in the future.
  • In the next step, an instal­la­ti­on ope­ning was cut into the tank jacket, through which the 11-ton trans­port box con­tai­ning the new mem­bra­ne was inser­ted via a rail sys­tem, unfold­ed, and then reinstalled.
  • The gaso­me­ter pis­ton was pre­vious­ly cover­ed with a scaf­fol­ding plat­form to crea­te a flat sur­face that would allow the mem­bra­ne to unfold safe­ly. Due to the hea­vy weight of the ramp and scaf­fol­ding plat­form men­tio­ned abo­ve, addi­tio­nal woo­den sup­ports were instal­led below the pis­ton to secu­re it.
  • Once the­se com­plex pre­pa­ra­ti­ons had been com­ple­ted, the nitri­le mem­bra­ne was unfold­ed in the tank and pul­led upwards using cable pulls—which were moun­ted on a total of 14 roof con­nec­tions on the tank roof—before being screwed tight­ly into place on the upper moun­ting ring. The mem­bra­ne was then moun­ted on the gaso­me­ter piston.
  • Final­ly, the mem­bra­ne was com­ple­te­ly assem­bled and then sub­jec­ted to a leak test in the cour­se of various test runs using air in the pre­sence of a test­ing orga­niza­ti­on. Result: The tight­ness of the mem­bra­ne was veri­fied and docu­men­ted to the operator.
  • Then the moment final­ly arri­ved: after almost a year of exten­si­ve repairs, the offi­ci­al test run of the gaso­me­ter was suc­cessful­ly com­ple­ted on Febru­ary 20, 2025, in the pre­sence of the operator.
  • We are proud to have com­ple­ted this com­plex pro­ject well ahead of sche­du­le and would like to thank all our part­ner com­pa­nies for their sup­port and the ope­ra­tor for their trust in our work.
  • Dis­mant­ling / rem­oval of the old tank roof
  • Exami­na­ti­on of all sta­tic docu­ments and exe­cu­ti­on dra­wings for the new construction
  • Engi­nee­ring, docu­men­ta­ti­on incl. NDT inspections
  • Crea­ti­on of a detail­ed work schedule
  • Crea­ti­on of a work-rela­ted risk assessment
  • Pre­pa­ra­ti­on of a train study
  • Deli­very and pro­vi­si­on of the neces­sa­ry con­s­truc­tion site equipment
  • Sepa­ra­ti­on of the roof below the roof edge using the fla­me-cut­ting method
  • Arrival/departure, assembly/dismantling of a 400t mobi­le cra­ne, incl. lif­ting gear (round slings, sling chains)
  • Com­ple­te­ly lift the roof using a mobi­le cra­ne and place it on the ground direct­ly next to the tank
  • Cut up the old tank roof and load the scrap into containers
  • Dis­po­sal of the scrap
  • Lif­ting the new tank roof

Ser­vices in detail for the new con­s­truc­tion of the tank roof:

  • Cut­ting of roofing sheets 5mm
  • Stam­ping of batch numbers
  • Rol­ling of sheets
  • Cut­ting of U-pro­files U120 / 140 and angles 80/8
  • Cut­ting of addi­tio­nal gus­set pla­tes and plat­form supports
  • Stam­ping of batch numbers
  • Rol­ling of profiles
  • Wel­ding addi­tio­nal gus­set pla­tes into roof gir­ders accor­ding to struc­tu­ral ana­ly­sis specifications
  • Wel­ding addi­tio­nal gus­set pla­tes into U140 cor­ner bra­ckets in accordance with struc­tu­ral ana­ly­sis specifications
  • Pro­duc­tion of sup­port bra­ckets for railings
  • Pre­fa­bri­ca­ti­on of the wal­king plat­form, width 500 mm
  • Pre­fa­bri­ca­ti­on of all-round railing
  • Addi­tio­nal sup­ports for the plat­form con­s­truc­tion on the tank roof in accordance with struc­tu­ral ana­ly­sis specifications
  • Pro­duc­tion of gra­tings for wal­king plat­form, width 500 mm
  • Super­vi­si­on of cut­ting and pre­fa­bri­ca­ti­on in the cour­se of the WPK
  • Pre­fa­bri­ca­ti­on of roof sup­ports DN 25 - DN 600
  • Wel­ding the nozz­les into the tank roof
  • Dimen­sio­nal checks of all manu­fac­tu­red components
  • Pack­ing and loa­ding onto trucks for deli­very to the con­s­truc­tion site
  • Pre­fa­bri­ca­ti­on of auxi­lia­ry struc­tures for roof dismantling/assembly
  • Pre­fa­bri­ca­ti­on of lif­ting eyes for the tank roof
  • Pre­fa­bri­ca­ti­on of 10 pipe hol­ders to hold the pipes
  • New bra­ckets for con­nec­ting bridge to neigh­bor­ing tank

A new top lay­er was to be appli­ed to the exis­ting tank and various com­pon­ents (suc­tion and mea­su­ring lines, man­ho­les) were to be repla­ced. The fol­lo­wing mea­su­res were car­ri­ed out in detail:

  • Inser­ti­on of instal­la­ti­on ope­nings in the outer and inner tank shell using high-pres­su­re water jet technology
  • Con­s­truc­tion of a gra­vel ramp inclu­ding Stel­con pla­tes as a plat­form for the sub­se­quent instal­la­ti­on of the new tank flo­or plates
  • Cra­ne provision
  • Scaf­fol­ding erection
  • Dis­mant­ling of old man­ho­les and pipe­lines using high-pres­su­re water jet tech­no­lo­gy or plas­ma cutters

Instal­la­ti­on of a new top­soil in the tank, our ser­vices included in detail:

  • Plan­ning, work pre­pa­ra­ti­on and work planning
  • Pre­fa­bri­ca­ti­on of the top­soil and the asso­cia­ted cor­ner brackets
  • Pre­fa­bri­ca­ti­on of various bra­ckets and new discs for the topsoil
  • Pre­fa­bri­ca­ti­on of 4 test, suc­tion and mea­su­ring lines
  • Pre­fa­bri­ca­ti­on of 2 pipes in the tank farm
  • Pre­fa­bri­ca­ti­on of 3 DN 800 manholes
  • Deli­very and instal­la­ti­on of man­ho­les, pipe­lines and top­soil with cor­ner brackets
  • Trans­por­ta­ti­on of all pre­fa­bri­ca­ted components
  • Final seal­ing of all assem­bly openings
  • Wel­ding super­vi­si­on during pre­fa­bri­ca­ti­on and assembly
  • NDT, docu­men­ta­ti­on and as-build

In a cur­rent pro­ject - in which a water-pol­lu­ting sub­s­tance pene­tra­ted the sub­soil - the aim was to obtain a spa­ti­al idea of the geo­lo­gi­cal struc­tu­re of the sub­soil.

Seve­ral geo­lo­gi­cal sec­tions were crea­ted for this pur­po­se. To crea­te the sec­tions, the results of pre­vious­ly dril­led bore­holes (per­cus­sion coring) were com­pi­led, eva­lua­ted and com­bi­ned to crea­te an over­all geo­lo­gi­cal pic­tu­re. To illus­tra­te the geo­lo­gi­cal pro­per­ties of the sub­soil, the lay­ers were sum­ma­ri­zed on the basis of the most important petro­gra­phic pro­per­ties deter­mi­ned during the dril­ling work.

The result is a hydro­stra­ti­gra­phic sec­tion that reflects the loca­ti­on, thic­k­ness and ext­ent of well per­meable lay­ers to ground­wa­ter aqui­fers in the sub­sur­face.

With the help of this repre­sen­ta­ti­on, an esti­ma­ti­on of the late­ral and ver­ti­cal spread in the sub­sur­face can be made in the event of dama­ge, such as the ent­ry of water-pol­lu­ting sub­s­tances into the sub­sur­face (oil spills), taking into account ana­ly­ti­cal fin­dings.

Pro­fi­le sec­tion A-A
Pro­fi­le sec­tion B-B

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