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LNG Panel Erection and Sealing Techniques

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LNG panel Installation is a critical component in the construction of infrastructure for liquefied natural gas. These panels are engineered to provide exceptional thermal insulation and structural support, making precise installation vital for maintaining safety and efficiency. During the installation process, panels must be meticulously aligned and secured to create a seamless and continuous structure. This careful alignment is crucial to minimize thermal bridging and ensure that the low temperatures required for LNG storage are consistently maintained, preventing any loss of energy efficiency.

The LNG panel installation process ensures a secure and efficient setup for containment. Sealing these panels is equally vital, employing materials that can withstand extreme cold while maintaining a tight seal. The sealing process uses advanced techniques to ensure no LNG escapes and no heat enters, which is crucial for maintaining the liquid state of the gas and preventing boil-off. This combination of precise installation and effective sealing is fundamental for the optimal performance of LNG storage systems.

Panel Erection

LNG Panel Installation Procedure

This article outlines the detailed installation procedure for panels. (See Figure 1.)

LNG Panel Installation Process
Fig. 1 The Comprehensive LNG Panel Installation Process

The normal installation sequence is: (See Figure 2.)

  • Three way corner panes (trihedrons).
  • Two way corner panels (90°, 135° or equivalent).
  • Flat panels.

Prior installing the panels, the cleanliness of the inner hull is to be checked. Dust, grease and rust must be removed.

Insulated Panel Setup
Fig. 2 Configuration of Insulating Panels

It is possible to start the flat area installation at the same time as the corner areas provided the borderlines of panel (3 m minimum) are installed after completion of the corner areas.

1) GENERAL CONTROL

For the installation of the panel and control of the maximum allowed open time (curing time) from epoxy mastic application until the final inspection, a check sheet will be placed on each panel including at least the following information:

  • Identifying number of the panel.
  • Time of epoxy mastic application.
  • Type of epoxy bead/patch deposited.
  • Time of the installation end.

2) TYPE OF BEADS/PATCHES

The type of epoxy mastic beads/patches has to be in accordance with the type given on the flatness program drawing.

3) ASYMMETRIC PANELS

In order to avoid installing a panel in the wrong location, panels (which are symmetric about bolt holes, but asymmetric about stainless steel anchoring strips) will have a symbolic position denoting orientation of the anchor strip marked on the inner hull.

4) GAP BETWEEN PANELS

Standard gap is provided between panels for ease of installation. After panel installation, this gap of 30 mm is filled with glass wool.

5) THREE WAYS PANEL ERECTION

Because the three-way panel is the connecting piece between three adjacent bulkheads, and as it is the first installed, it is critical to adjust it accurately. To ensure this, a dummy trihedron with the reference surfaces (previously determined by reference wedges) is fit to confirm accuracy.

Two types of dummy trihedron will be fabricated corresponding to the actual types to be used (for tanks 2, 3 and 4, additional types will be made for tank 1).

The dummy trihedron will be positioned at the proper location and fixed by nuts on studs. The fitting must proceed effortlessly and without adjustment to confirm correct thiedron and location of reference wedges and studs. (See Figure 3.)

Trihedron Wedge Install
Fig. 3 Installing a Dummy Trihedron using Reference Wedges

The alignment with the surrounding reference wedges will be carried out with a template. No excessive angle should be observed (tangent < 0,006). (See Figure 4.)

Trihedron Alignment
Fig. 4 Aligning Dummy Trihedron with Reference Wedges

The same alignment check will be carried out with the trihedron after installation. (See Figure 5.)

Post-Installation Check
Fig. 5 Trihedron Check after Installation

6) INSTALLATION OF 900 TWO WAYS PANELS

Because the trihedron and the adjacent corner panels on the edge do not have the same reference wedges, positioning of the reference wedges should be checked by means of template.

For general cases, prior installing a corner panel, it will be checked that no gap appears between reference wedges and the previously installed panel (trihedron or two way panel). If the gap > 0,5 mm an additional shim will be bonded to align the panels each other during erection. (See Figure 6.)

Pre Installation Check
Fig. 6 Checking before Installation of Corner Panel

During installation, extreme care has to be taken not to disturb the mastic beads either against the inner hull plating or either against the retainer bar. Disturbed mastic beads will impair a good distribution of the load to the hull and that may lead to panel damage/collapse.

The tightening of the nuts on the studs has to be carried out with a torque wrench set properly set to avoid any damage to the panel bottom plywood.

7) INSTALLATION OF 135° TWO WAY PANELS

The same procedure as for the 90° two way panels is applicable.

Along the longitudinal corner, the hull plating can present large deformations. A checking of any possible deformation has to be carried out to confirm the size of the mastic beads given by the computer program. (See Figure 7.)

Hull deformation inspection
Fig. 7 Checking Hull Plating for Deformation and Mastic Thickness

Additional checking will be performed with a template to check the alignment of the two panels in the radius. (See Figure 8.)

Panel Alignment Check
Fig. 8 Alignment Inspection of Two Corner Panels

8) JOINT FILLER INSTALLATION

When trihedron and adjacent corner panels are installed, joint fillers can then be installed.

Joint fillers are previously cut at the width corresponding to the actual gap minus 30 mm. (See Figure 9.)

Trihedral Joint Sealing
Fig. 9 Placement of Joint Fillers Next to Trihedron

Join fillers are adhered to the steel hull plating with epoxy mastic of the same thickness as the three-way panel.

9) FILLING SPACES BETWEEN RETAINER BAR AND CORNER PANELS

After completion and curing of epoxy mastic under corner panels, it the space between the corner panels and the retainer bar are to be filled with plywood sections.

For 90° corner panels, a plywood strip of the length of the panel is first installed. This plywood strip is bonded with epoxy mastic or glue to the panel on one side and bias wood wedges are used to keep it in position during curing. After curing, the bias wood wedge can be removed or cut at the retainer level. (See Figure 10.)

Installing Plywood Strips
Fig. 10 Application of Plywood Slats

For all corner panels, the remaining gap is filled with epoxy mastic.

10) INSTALLATION OF FLAT PANELS

Because Key Characteristics of Membrane Tanks Systemsmembrane installation starts from top to bottom, to avoid dust during welding, panel installation should also start from top to bottom.

For a vertical bulkhead, panel will be installed from bottom to top; protection for any falling object or dust should be provided.

Installation of flat panel should be done with care to avoid damaging the mastic beads. Tightening of nuts should be done carefully with torque wrench as for other panels.

The panel must bear perfectly on the reference wedges and on the visible sides, the epoxy mastic beads/patches must be crushed. (See Figures 11 through 13.)

Panel Alignment on Wedges
Fig. 11 Perfect Panel Alignment on Reference Wedges
LNG Panel Installation
Fig. 12 Panel Alignment on Wedges
Panel Alignment on Wedges
Fig. 13 The Panel on the Reference Wedges

11) INSTALLATION TOLERANCES

  • CORNER PANELS: TRIHEDRON AND TWO-WAY PANELS.
  1. Positioning tolerance according to panel limit lines: +/- 3 mm.
  2. Flatness between corner panels, secondary barrier level: +/- 1 mm.
  3. Gap between corner panels: +/- 3 mm.
  • FLAT PANELS.
  1. Gap between adjacent panels: +/- 3 mm.
  2. Flatness between flat panel and corner panel at secondary barrier level: +/- 1,5 mm.
  3. Flatness between flat panel and corner panel at primary barrier level +/- 2 mm.
  4. Angular difference between panels (φ or β) is such that the tangent is < 0,006.

LNG Panel Installation Tolerance you can see Figure 14.

Example of Template
Fig. 14 Tolerance for Out-of-Plane Deviation

Cylindrical Foam Plug Installation

Once checking of panel positioning and checking of nut tightening are achieved, cylindrical foam plug can be installed.

Cylindrical foam plugs are calibrated at the adequate diameter and height to fill up the stud holes in the panels. Prior to insert foam plug into the panel hole a knob of epoxy mastic will be put into the hole of plug for locking the nut stud.

No protrusion of plug is allowed. The allowable tolerance is = 0, -2 mm. (See Figure 15.)

Foam Plug Setup
Fig. 15 Installation of Cylindrical Foam Plugs

Filling Gaps Between Panels

1) GENERAL

Flat joints made by glass wool provide a continuity of the insulation between panels. It must fill up completely the gap between panels. No gap in length or thickness should remain. The installation tolerance according to the secondary level is: 0,5 mm. (See Figures 16 and 17.)

Flat Interface Insulation
Fig. 16 Flat Seam Insulation
Corner Flat Joint
Fig. 17 Corner Panel Flat Joint

2) JOINT FILLER AND FLAT JOINT BETWEEN CORNER AND BORDER PANELS

Prior to flat joint, it is necessary to install joint filler between corners and border panels.

According to MARK III System: Hull and Deck Components for Marine VesselsMARK III system design, the cargo hold tolerance are taken into account in the space between border panels and corner panels. Therefore the width of the space alongside the tank edges is variable.

The thickness of the joint filler must be defined according to the space measured on board minus 30 mm. The cutting tolerance is governed by the gap tolerance between panels; +/- 3 mm in length. It is more suitable to have the joint filler in step with the corner panel in case of slight misalignment between corner panels.

After installation, it will be checked that the gap between joint filler and border flat panel is inside tolerance +/- 1,5 mm. (See Figures 18 and 19.)

LNG Panel Placement
Fig. 18 LNG Panel Installation
Filler Monitoring
Fig. 19 Controlling Filler Installation

3) FLAT JOINT BETWEEN JOINT FILLER AND FLAT PANEL

Flat joint will be inserted between the border flat panel and the joint filler. (See Figure 20.)

Fill Panel Gap
Fig. 20 Gap Filling Between Retainer Bar and Flat Joint

The gap between the retainer bar and the flat joint has to be filled if above 5 mm.

Figure 21 shows an hold bulkhead covered by installed panels.

Covered Bulkhead Panels
Fig. 21 Bulkhead Covered by Installed Panels
Author
Author photo - Olga Nesvetailova
Freelancer
Literature
  1. The Society of International Gas Tanker and Terminal Operators (SIGTTO). Liquefied Gas Handling Principles on Ships and in Terminals (LGHP4) / 4th Edition: 2021.
  2. The international group of liquefied natural gas importers (GIIGNL). LNG custody transfer handbook / 6th Edition: 2020-2021.
  3. American Gas Association, Gas Supply Review, 5 (February 1977).
  4. ©Witherby Publishing Group Ltd. LNG Shipping Knowledge / 3rd Edition: 2008-2020.
  5. CBS Publishers & Distributors Pvt Ltd. Design of LPG and LNG Jetties with Navigation and Risk Analysis / 4th Edition.
  6. NATURAL GAS PROCESSING & ITS ENERGY TRANSITION ROLE: LNG, CNG, LPG & NGL Paperback – Large Print, November 14, 2023.
  7. American Gas Association, Gas Supply Review, 5 (February 1977).
  8. The Society of International Gas Tanker and Terminal Operators (SIGTTO). Ship/Shore Interface / 1st Edition, 2018.
  9. Department of Transportation, US Coast Guard, Liquefied Natural Gas, Views and Practices Policy and Safety, p. IV-3.
  10. Department of Transportation, US Coast Guard, Liquefied Natural Gas, Views and Practices Policy and Safety, p. IV-4.
  11. Federal Power commission, Trunkline LNG Company et al., Opinion No. 796-A, Docket No s. CP74-138-140 (Washington, D. C.: Federal Power Commission, June 30, 1977).
  12. Federal Power Commission, Final Environmental Impact Statement Calcasieu LNG Project Trunkline LNG Company Docket No. CP74-138 et al., (Washington, D. C.: Federal Power Commission, September 1976).
  13. Federal Power Commission, «FPC Judge Approves Importation of Indonesia LNG».
  14. OCIMF, ICS, SIGTTO & CDI. Ship to Ship Transfer Guide for Petroleum, Chemicals and Liquefied Gases / 1st Edition, 2013.
  15. Federal Power Commission, «Table of LNG imports and exports for 1976», News Release, June 3, 1977, and Federal Energy Administration, Monthly Energy Review, March 1977.
  16. Office of Technology Assessment LNG panel meeting, Washington, D. C., June 23, 1977.
  17. Socio-Economic Systems, Inc., Environmental Impact Report for the Proposed Oxnard LNG Facilities, Safety, Appendix B (Los Angeles, Ca.: Socio-Economic Systems, 1976).
  18. «LNG Scorecard», Pipeline and Gas Journal 203 (June 1976): 20.
  19. Dean Hale, «Cold Winter Spurs LNG Activity»: 30.

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