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Leaking Swimming Pools
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Water loss can
occur for a variety of reasons - Normal Usage - This includes backwashing, splashing out and evaporation. Shell Porosity - when the waterproof membrane allows water to pass. Plumbing Leaks - from the pipes or purification plant. Leaks from around Perforations in the Shell
- Cement will not stick to plastic and there are various tubes and
fittings which perforate the shell i.e. the return jets, skimmer housing,
vacuum point, underwater lights and bottom drain. Cracks in the Shell - These can occur for a different reasons and normally cause a sudden water loss. These are probably the most expensive to repair. Detecting and Repairing leaks - As far as Normal Usage is concerned there is
little that can be done or needs to be done as long as water consumption is
not excessive. Most Chlorine products contain the retardant agent
Cyamuric Acid. Shell Porosity can be a problem, especially with older pools. The problem can be partly resolved by re-grouting the tiles but this is not a permanent solution. If the water loss is excessive, the only real solution is replace the waterproof membrane - and this means retiling the pool. Plumbing Leaks are usually the easiest to
detect and repair.
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Cracks in the Shell are generally easy to detect because they can be
seen and (normally) cause a sudden and dramatic water loss. Sometimes,
careful examination is required because an amazing amount of water can
disappear through a crack no wider than a razor blade.
A cracked shell is usually caused by subsidence of the
base. Concrete Pillars Below the Base:-
Then drilling down through the base with a jack-hammer to firm compacted soil (or better rock) at various points. Then a series of reinforced concrete pillars are are
poured and incorporated with the original steel rods of the base.
Concrete Pillars within the Wall:-
The inner blocks are removed around the the crack and a pillar formed, with steel rods inserted into the existing concrete, in order to hold the crack together. After the pillar has been formed a GRP patch is required, either side, to take up any settlement. GRP (Glass Reinforced Plastic) Patches:
The patch is applied over the crack and bonded to the waterproof membrane after the crack has been cut out and filled.
Nevertheless, it should be understood that GRP is not a "miracle" product. If the subsidence is so severe that the pool is virtually "falling apart" then only structural remedies will have any chance of success. The GRP system is so much cheaper than the structural remedies that it is normally worthwhile trying it first. Click here for an Actual Case Study of a GRP Pool Repair with Photos. |
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Concrete Swimming Pool ConstructionIt is assumed that the reader understands the basics of reinforced concrete, otherwise this is fully explained here. The
structure of a reinforced concrete is simply a vessel to contain the water.The water is contained by the walls which, in the case of an in-ground pool, also retain the surrounding soil. In the case of a traditionally built pool the outer wall is built first, the reinforced concrete base is then poured and finally the inner wall is built. With a "Gunite" pool there is no inner wall and the base and wall are sprayed on during the same operation. These block walls have no structural value and are considered to be "lost shuttering" as their only purpose is to contain or hold the concrete until it has set. Apart from the inner wall the construction is exactly the same with both traditionally-built and "Guinite" Pools.
After the structure has been completed the walls and
floor are rendered with cement mortar, first with a weak mix coat (to level
out any imperfections, then with a stronger coat and finally painted with 3
or 4 coats of neat liquid cement (the waterproof membrane). Important to remember - a. The walls have little relative strength beyond that which is required to contain the water and the surrounding soil. b. The base is designed to carry the walls and the water over a firm sub-base. c. The waterproof membrane is as fragile as glass. Problems with Subsidence - There are about 50,000 litres of water in an 8'00 x
4'00 pool and this weighs 50 tonnes. The structure (walls and Floor slab)
weigh around another 30 tonnes. 80 tonnes over 40 M2 is quite a significant
loading and, unless care is taken to ensure a good sub-base, subsidence can occur.
One might think that, once the pool slab has moved it may settle there and not move again and then it is just a case of filling the crack(s) in the walls but this seldom works. The reason is that, due to the twisting, the concrete fabric
of the walls has been pulled
apart but is still held together by the steel which has stretched (as it was
never designed to do any more than hold the water back). << Back to Repairing Cracks >> |
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Reinforced Concrete - the Basic PrinciplesConcrete, by nature, has great resistance to crushing. However, as it is composed of non-integrated elements, it is relatively easily pulled apart. Steel also has great resistance to crushing and is almost impossible to pull apart as it would simply just elongate. Steel reinforcing rods are placed in concrete to overcome its weakness to being broken by pulling apart. The
diagram on the left shows a simple reinforced concrete beam, spanning two
supports with a heavy load in the centre.The
load would tend to cause the beam to bend and break in the middle. It is not quite as simple as this as the beam has to resist other mechanical forces, such as twisting, lateral splitting etc. and the steel system has to be more complex than a simple beam at the bottom but this should explain the basic theory.
1. The walls are designed to contain the weight of the water without bulging outwards and, in the case of an in-ground pool, the weight of the surrounding soil without bulging inwards. 2. The floor to carry the weight of everything (water, walls and itself) without cracking or twisting. 3. The ground below the base has to be sufficiently stable (i.e. compacted soil or rock) or made stable with hard fill - in order that there is no chance of subsidence which could cause distortion of the base and prejudice the whole structure. There are about 50,000 litres of water in an 8'00 x
4'00 pool and this weighs 50 tonnes. The structure (walls and Floor slab)
weigh around another 30 tonnes. Therefore we have a combined weight of 80
tonnes over an area of 40 M2 (2,000 Kgs. per M2). << Back to Swimming Pool Construction >>
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