Method and device for drainage and detection of leakage

Abstract

A method for providing a drainage from a space between a lined concrete wall and a lining for protecting the lined concrete wall, wherein the method comprises the steps of arranging one or more draining member(s) each comprising a draining pipe having a blind flange arranged at both ends and having a length including the blind flanges that is substantially equal to the wall thickness in a casting frame so that the blind flanges are resting at the casting frame at the inside of the wall and the outside of the wall, respectively; filling concrete filled into the casting frame to cover the draining member(s) and allowing the concrete is allowed to cure; removing the casting frame from at least one of the sides of the concrete wall and; drilling through the blind flanges to open the draining member(s). A drained concrete wall and a concrete vessel are also described.

Claims

1. A method for providing a drainage from a space between a lined concrete wall and a lining for protecting the lined concrete wall, the method comprising: arranging at least one draining member, each comprising a draining pipe having a blind flange arranged at both ends and having a length including the blind flanges that is substantially equal to the wall thickness in a casting frame, so that the blind flanges are resting at the casting frame at the inside of the wall and the outside of the wall, respectively; filling concrete into the casting frame to cover the at least one draining member and allowing the concrete to cure; removing the casting frame from at least one of the sides of the concrete wall; and drilling through the blind flanges to open the at least one draining member.

2. The method of claim 1, wherein the casting frame of the side of the wall to be lined is the lining.

3. The method of claim 1, wherein both of the blind flanges are drilled from one side.

4. The method of claim 1, wherein at least one connection pipe for withdrawing liquid collected in the at least one draining member, is inserted into the drill hole in the outside wall, and is welded to the blind flange.

5. The method of claim 2, wherein a collection pipe is connected to at least one connection pipe for collection of drained liquid.

6. A vessel comprising: an outer concrete wall provided with a lining on its inner surface to protect the concrete walls for the environment inside of the vessel; at least one draining member comprising a draining pipe having a blind flange at each end and a total length substantially equal to the thickness of the concrete wall at the point of insertion, through the lower part of the concrete wall; and wherein holes are provided through the blind flanges of the at least one draining member.

7. The vessel according to claim 6, wherein the vessel is an absorber tower for a CO.sub.2 capture plant.

Description

BRIEF DESCRIPTION OF DRAWINGS

(1) FIG. 1 is a vertical section through the lower part of a absorption tower of CO.sub.2 capture,

(2) FIG. 2 is a cross section along A-A of FIG. 1, and

(3) FIGS. 3 and 4 are enlarged views of the section marked with B in FIG. 1, in two different stages of completion.

DETAILED DESCRIPTION OF THE INVENTION

(4) A full-scale absorber column for a CO.sub.2 capture plant contains a large volume of liquid absorbent, such as an aqueous amine solution. The volume may exceed 500 m.sup.3, depending on volume of exhaust gas to be treated. To avoid spillage of amine into the surroundings in case of leakage from the absorber, the bottom part of the absorber is surrounded by a bund having capacity sufficient for all of the absorbent in the absorber. FIG. 1 is a horizontal section through the bottom part of an absorber 1, resting on a foundation slab 2 of the bund, whereas FIG. 2 illustrates a cross section along A-A of a base part 3 of the absorber 1 that is resting at and connected to the foundation slab 2 of the bund.

(5) The bottom 2 of the tray is substantially flat and substantially horizontal, and the base part 3 of the absorber constructed at the top of the foundation slab of the bund. To avoid that any cracks in the base part 3 continues into the bottom of the bund, draining chambers 4 are provided in the base part. The draining chambers are chambers formed at the top of the foundation slap 2, each draining chamber connected to one or more drainage pipes 5 for draining any liquid entering the drainage chambers into the tray.

(6) The drainage chambers 4 are conveniently formed by arranging elements of a draining material, or a material that maintains its shape during the concreting and curing of the concrete, but that disintegrates if exposed aqueous solutions, such as aqueous absorbents. When concreting the base part, the elements for forming the drainage chamber are arranged in any convenient pattern at the bottom 2 of the tray, leaving space between the elements for filling in concrete to give the required strength and stiffness of the bottom part to obtain the required strength for supporting the absorber column. Drainage pipes 5 are arranged from the mentioned draining or disintegrating elements and to the outside of the base part to allow drainage of the chambers, before the bottom part is casted.

(7) An exemplary material for the mentioned elements is Dufaylite Clayboard®, a material that is marketed as a material for clay heave protection for ground slabs in house building. This material withstands the forces during concreting and disintegrates when exposed to water or an aqueous solution.

(8) If a crack in the base part of the absorber results in a leakage, the leakage will soon be discovered by observing the bottom of the bund for any absorbent coming out of the draining pipes 5. Accordingly, relevant measures may be taken to repair the defects.

(9) After finishing the base part 3, the remaining absorber column is concreted, preferably by slip forming and preferably by using elements for forming a lining 9 as an inner formwork. The concrete has no, or little, adhesion to the surface of the liner. Therefore, the lining elements are preferably provided with not shown anchor elements or studs that are concreted into the concrete walls 8 during this operation and thus give some adherence between the liner and the concrete wall. The lining elements are preferably welded together afterwards to form a watertight wall. Accordingly, the liner wall is built at the top of the existing liner wall during the slip forming process.

(10) Draining members 16, comprising draining pipes 10 with blind flanges 11, 11′ has a total length corresponding to the concrete wall thickness are put into the slip form in a predetermined pattern, each resting against the lining at one end, and towards the slip form at its other end. The skilled person will understand that the draining members, i.e. drainpipes and blind flanges, preferably are made by the same material. Convenient materials for the draining members are polymers, such as e.g. polyethylene, polypropylene or any other convenient polymer material, such as any material that may be used for the lining. Most polymer materials will not adhere to the concrete.

(11) As soon as the concrete has cured and the slip form has been moved upwards, the blind flanges will be visible at the outer surface of the absorber column. The draining members 16 may then be opened by drilling, through the visible blind flange 11′, and then through the blind flange 11 resting at the lining to open the blind flange towards the lining. Dependent on the thickness of the lining, the drill may go through the lining, or it may be necessary to drill through the lining to ascertain that the drill has reached through the blind flange. If so, a plug cap 13 is introduced into the hole in the lining and welded to avoid leakage.

(12) A connection pipe 14 is introduced into the draining member from the outside wall and is welded to the drainpipe. The connection pipe 14 is again connected to a collection pipe that may be connected to two or more collection pipes 14 each collecting drained liquid from draining members 16.

(13) As the flange 11 resting towards the lining is not welded to the lining and the connection is not liquid tight, any leakage from the inner of the absorber column into the space 12 formed between the lining and the concrete wall may escape through the drainage pipe. Accordingly, leakage in the lining resulting liquid collected in the space 12 will be drained to avoid building up any liquid pressure in the space 12 that may be damaging to the lining as mentioned above. Even if the passage between the flange 11 and the inner wall of the lining may be tight, any building up of liquid pressure within the space 12, will open the passage, and result in drainage. The surface of the blind flange 11 facing the liner may if deemed necessary, may have a surface pattern allowing aqueous solutions to pass between the flange 11 and the lining.

(14) Any leakage of the lining resulting in absorbent being trapped in the space 12 can thus be discovered by monitoring the drainage of liquids from the space 12 via the draining members 16. By monitoring through which drain pipes the aqueous absorbent is drained, by means of any suitable monitoring means known by the skilled person, it will be possible for the skilled person coarsely to predict where to find the point of leakage through the lining.

(15) Alternatively or additional to monitoring each individual draining member 16 for the presence of liquid therein, valves may be provided in collection pipes 15 so that some valves are open and other or closed and observer where liquid is collected, and the volume per time unit collected. By monitoring the development and the liquid collection from single draining members or draining members in different sections of the absorber walls, it is possible to make estimation on the localization of the leakage. Even though such estimations are relative inexact, they give a good estimation for the planning of corrective measures, such as repairing the lining. Even if not too accurate, such estimation may give a sufficiently good estimation on the localization of the leakage and the extent thereof for planning of the corrective measures.