EP2339075B1 - Method for making a floor slab element with drainage installation and the floor slab element - Google Patents
Method for making a floor slab element with drainage installation and the floor slab element Download PDFInfo
- Publication number
- EP2339075B1 EP2339075B1 EP10397526.4A EP10397526A EP2339075B1 EP 2339075 B1 EP2339075 B1 EP 2339075B1 EP 10397526 A EP10397526 A EP 10397526A EP 2339075 B1 EP2339075 B1 EP 2339075B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cast
- area
- wet room
- floor
- provision area
- 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.)
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Links
- 238000009434 installation Methods 0.000 title claims description 27
- 238000000034 method Methods 0.000 title claims description 15
- 239000004567 concrete Substances 0.000 claims description 31
- 238000009428 plumbing Methods 0.000 claims description 19
- 238000005266 casting Methods 0.000 claims description 18
- 238000010438 heat treatment Methods 0.000 claims description 18
- 239000011376 self-consolidating concrete Substances 0.000 claims description 4
- 238000000926 separation method Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 8
- 239000002131 composite material Substances 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 4
- 238000009423 ventilation Methods 0.000 description 4
- 238000010616 electrical installation Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/397—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra serving for locating conduits
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24D—DOMESTIC- OR SPACE-HEATING SYSTEMS, e.g. CENTRAL HEATING SYSTEMS; DOMESTIC HOT-WATER SUPPLY SYSTEMS; ELEMENTS OR COMPONENTS THEREFOR
- F24D3/00—Hot-water central heating systems
- F24D3/12—Tube and panel arrangements for ceiling, wall, or underfloor heating
- F24D3/14—Tube and panel arrangements for ceiling, wall, or underfloor heating incorporated in a ceiling, wall or floor
- F24D3/141—Tube mountings specially adapted therefor
- F24D3/142—Tube mountings specially adapted therefor integrated in prefab construction elements
Definitions
- the invention relates to the field of prefabricated concrete building elements. Particularly, the invention relates to a method of making a floor element and to a floor element.
- bathroom intermediate floor constructions have been made either casting in place on top of cast molds, as a composite slab or from load-bearing precast slabs.
- the installation fittings are placed on site on top of the slab element and the final surface layer of the floor is cast leaving the installation fittings within the cast concrete.
- the floor structure in the bathroom area is made thinner so as to be thinner than the other areas, so that the thickness of the final slab does not grow too much. This can be done at the factory, for example in casting phase, by breaking the hollow structure and compressing the concrete solid in the bathroom area, creating an appropriate sanitary cabin provision.
- Patent publication DE 49863 discloses a drainage system including a floor element where pipes have been cast inside the floor element.
- the floor element has a flat surface and a floor drain is placed onto the mold on the same level as the upper surface of the floor element. There are no floor inclinations on the element upper floor surface and they must be done later.
- Patent publication FR 2503220 describes a sanitary floor module which comprises a concrete slab with embedded pipes and a floor drain.
- the sanitary floor module is installed on top of the finished floor or on top of the floor slab on site. It does not disclose a floor element including a wet room provision area and a slab part.
- a floor slab element which is completely factory-prefabricated and includes a wet area provision is used as a floor structure for wet rooms, which slab element is produced by essentially continuous mold casting. Onto the mold into the relevant areas are placed at least floor drain installation fittings, the floor is cast and pitch formatting required for floor draining is done in the wet room area.
- a floor element cast is done at least in the floor drain pitch formatting area as a layered multi-phase cast using concrete having varying viscosity.
- a wet room area is limited with a separating mold during at least one cast phase.
- additional slab-specific installation fittings are placed into the mold before the cast.
- At least the areas outside of the wet room provision are cast with self-compacting concrete.
- the invention provides a floor element which comprises, in the wet room area, at least floor drain plumbing and floor drain pitch formatting and is, at least in the wet room area, made using essentially continuous mold casting.
- the method according to the invention is characterized by what is stated in the characterizing part of claim 1, the floor element according to the invention is characterized by what is stated in the characterizing part of claim 7.
- floor element 1 which consists of slab part 2 and wet room provision area 3.
- Wet room provision area 3 is a space requiring inclination, e.g. bathroom with floor drain 5.
- reinforcements are firstly placed into the mold, for example prestressed reinforcing strands.
- the installation fittings required as selected are mounted into the wet room provision area 3, such as heating, water, plumbing, ventilation and electrical installation fittings and heating system plumbing or wires.
- Plumbing like sewer pipes 4, must be exactly in the right place and must have the right slope.
- location and height of floor drains 5 are strictly defined. Sewer pipes 4 and floor drains 5 must be supported so that they do not move or rise during casting.
- FIG 2 a cross section of floor element 1, where sewer pipes 4 has been supported in the mold with the aid of adjustable prefabricated concrete supports 6.
- Adjustable concrete supports 6 are preferably made of recycled waste concrete, in which case they are heavy and large enough to anchor the pipes during casting, and they do not require separate fastening to the mold.
- Concrete support 6 consists of parts 6, 7 and 8, which are designed in such a way that when they are moved in various directions relative to each other, the overall height of the support changes.
- Figure 3 shows that top concrete part 7 is so designed that it forms a parallel support surface with pipe 4, resulting in e.g. that drain 5 is positioned at the desired inclination, for example 1:50 or 1:60 - 1:100.
- the undermost concrete part 8 has studs 9 in the bottom, so that the space between the bottom of concrete support 6 and the mold is filled with concrete during the element cast.
- the first cast is carried out over the entire area of floor element 1 to a determined height, whereby the installation fittings located on the bottom of the mold become partly or totally embedded in concrete.
- a stiff sheet-shaped separation mold 10 is installed at the border area between the wet room and the rest of the room space, forming a recess 11 at the wet room area.
- Sheet-shaped separation mold 10 acts as a temporary mold stopper, preventing the concrete from moving into the recess area 11 as the cast in slab part 2 is raised to its final height.
- a dam mold method can be used to generate recess area 11.
- the height of recess area 11 is determined by the space required by pitch casting, plumbing, cabling and floor drain connections and can be 30 - 60 mm, typically 50 mm.
- Floor drain 5 within recess area 11 is for example 10 - 50 mm above the bottom of recess area 11.
- In the first cast is preferably used self-compacting concrete, the slump flow of which may be 450 - 800 mm.
- underfloor heating cables or pipes are installed at the desired height position in recess area 11. Also other required installations can be done in recess area 11.
- a second cast the so called pitch cast, is carried out in recess area 11, generating sufficient pitch in the wet room area.
- the pitch cast is usually made using concrete different from that used in the first cast, for example by topping, in which the maximum grain size is below 8 mm, whereby an inclination is effected in the top surface of the recess area.
- the pitch cast is usually carried out as soon as possible after the first cast phase, so the concrete does not have time to harden and the cast simultaneously acts as a part of the supporting structure of the element, forming a monolithic composite structure with the earlier cast.
- the timing of the second cast depends on the speed of the concrete receipt and the concrete temperature, and it can be carried out for example 10-120 minutes after the first cast.
- a floor element is cast in one phase whereby selected installation fittings are placed into the mold before the cast either at a wet room provision area and/or to a slab part.
- the installation fittings can comprise heating system plumbing or cables.
- a separation mold can be installed in the space requiring inclination in the wet room provision area, but the cast can be done also without a separation mold.
- the slab part and the wet room provision area are cast with the same or different concrete.
- a floor slab element is cast as a two-phase casting.
- the first and the second cast are done over the entire floor element area, whereby in the second cast a wet room provision area is formed into a space needing inclinations.
- selected installation fittings are mounted into the mold either in the wet room provision area and/or to the slab part.
- Installation fittings may include heating system plumbing or cables.
- a separation mold is placed in the space requiring inclinations. Heating system plumbing or cables will be installed either to the wet room provision area and/or to the slab part if they have not been added before the first cast.
- the second cast is done over the slab part and in the wet room provision area, using either the same or different concrete.
- the wet room provision area can be formed also without a separation mold, in which case the second cast is done on the slab part and in the wet room provision area, and the inclinations in the wet room provision area are formed in context of the cast by adjusting the amount of concrete and simultaneously applying floating until sufficient inclinations are achieved.
- the slab part is cast to its final height in one phase and the area having a shaped surface in two phases.
- selected installation fittings are mounted into the mold.
- the installation fittings can include a heating system plumbing or cables.
- a separation mold is mounted in the space requiring inclinations before the first cast to form a surface-shaping area. The separation mold and the heating system plumbing or cables are supported and fixed so that they do not move during the cast.
- the slab part is cast to its final height and the first cast is carried out in the wet room provision area. After the first cast, heating system plumbing or cables are installed if needed in the space requiring inclinations and the second, pitch-forming cast is carried out.
- the cast is done at least in a floor drain inclination area as a layered multi-phase cast with concrete having the same or different viscosity.
- the cast can be done as multi-phase cast if e.g. different installation fittings require it.
- the cast is done in one or in two phases.
- the floor heating can be left out completely whereby heating system plumbing or cables are not installed before the first or the second cast, or if desired they can be mounted over the whole floor element area or only over the slab part or in the wet room provision area.
- installation fittings mounted prior to the first cast include heating, water, sewer, ventilation and electrical installation fittings. After the first cast, heating system plumbing or cables are installed only in the wet room provision area.
- installation fittings including heating, water, sewer, ventilation and electrical ducts as well as heating system plumbing or cables are mounted over the whole slab part prior to the first cast.
- the concrete used in multi-phase casting can be the same throughout or it may vary between phases.
- the concrete used in all casts is self-compacting concrete.
- the surface-shaped area is formed by floating and it can be formed also without a separation mold.
- a wet room area can also be coated ready at the factory, for example with moisture-proofing or waterproofing layer, in which case the element does not get wet in the storage or on site and the structure dries faster.
- Moisture protector / waterproofing agent is sprayed onto the second cast, i.e. the pitch cast at the appropriate phase after casting before unloading the elements from the mold line.
- the element height is reduced, for example from previously used 370 mm to 270 mm, because a massive slab is used as an element and installation fittings are mounted inside the floor element at the factory.
- a thinner intermediate floor allows a lower overall storey height or allows for increasing the room height.
- the width and the length of the element can be increased, leading to faster installation and the number of floor elements decreases even by three elements for each apartment. As a result, less filling and joint grouting is required on site, whereby the consumption of concrete and joint steel bars is reduced and the wet room floor dries faster.
- the solution according to the invention leads to a greater preproduction rate, whereby the working stages on site and construction costs are reduced and time spent in planning is decreased.
- plumbing and HVAC are installed inside the element at the factory, no subcontractors are required on site in the frame phase for these stages, and scheduling is easier.
- construction quality is improved when curvature differences are reduced, leading to decreased use of filler.
- a 270 mm massive slab according to the invention is 140 kg heavier per square meter than the commonly used 370 mm hollow-core slab. As a result of the weight difference, the air and impact sound isolation of the massive slab according to the invention is better than the above-mentioned hollow-core slab.
- the floor element according to the invention can also be used outside of the bathroom, for example in the sauna, kitchen, toilet and other wet areas. None of the solutions disclosed above restrict the use of the invention in other appropriate locations.
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- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Combustion & Propulsion (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
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- Electromagnetism (AREA)
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- Life Sciences & Earth Sciences (AREA)
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Description
- The invention relates to the field of prefabricated concrete building elements. Particularly, the invention relates to a method of making a floor element and to a floor element.
- In residence buildings, especially in a bathroom area, space is needed in intermediate floor constructions for installation fittings, such as heating, plumbing, ventilation and electrical installation fittings. Conventionally, bathroom intermediate floor constructions have been made either casting in place on top of cast molds, as a composite slab or from load-bearing precast slabs.
- When casting in place, all installation fittings are pre-mounted on top of the casting mold in the course of the reinforcement work, and after that the floor structure is cast, whereupon the installation fittings remain inside the cast concrete. In a composite slab solution, a thin composite slab is mounted undermost on site, acting as a mold for the final cast and later partly as a part of the supporting structure. Additional reinforcement and installation fittings are placed on the composite slab and a floor structure is cast on top of the installation fittings.
- When using prefabricated elements, the installation fittings are placed on site on top of the slab element and the final surface layer of the floor is cast leaving the installation fittings within the cast concrete. In this solution, the floor structure in the bathroom area is made thinner so as to be thinner than the other areas, so that the thickness of the final slab does not grow too much. This can be done at the factory, for example in casting phase, by breaking the hollow structure and compressing the concrete solid in the bathroom area, creating an appropriate sanitary cabin provision.
- Patent publication
DE 49863 discloses a drainage system including a floor element where pipes have been cast inside the floor element. The floor element has a flat surface and a floor drain is placed onto the mold on the same level as the upper surface of the floor element. There are no floor inclinations on the element upper floor surface and they must be done later. - Patent publication
FR 2503220 - The problem in the above-described solutions is the large amount of casting in place on site. Casting in place involves numerous working steps and the concrete setting time is long, slowing down construction. At a frame stage, subcontractors are required on site simultaneously for different phases and scheduling of them is difficult, which often causes waiting and extends the total schedule. Also, raw materials transportation costs and carbon dioxide emissions are greater compared to totally industrially produced slabs. Consequently, there has been a demand to develop intermediate floor designs intended for wet room structures and speed up construction work in on-site conditions.
- In the solution according to the invention, a floor slab element which is completely factory-prefabricated and includes a wet area provision is used as a floor structure for wet rooms, which slab element is produced by essentially continuous mold casting. Onto the mold into the relevant areas are placed at least floor drain installation fittings, the floor is cast and pitch formatting required for floor draining is done in the wet room area.
- According to one embodiment, a floor element cast is done at least in the floor drain pitch formatting area as a layered multi-phase cast using concrete having varying viscosity.
- According to another embodiment, a wet room area is limited with a separating mold during at least one cast phase.
- According to a further embodiment, additional slab-specific installation fittings are placed into the mold before the cast.
- According to a further embodiment, at least the areas outside of the wet room provision are cast with self-compacting concrete.
- In addition, the invention provides a floor element which comprises, in the wet room area, at least floor drain plumbing and floor drain pitch formatting and is, at least in the wet room area, made using essentially continuous mold casting.
- Floor elements which are completely prefabricated at the factory significantly accelerate construction work, since time-consuming casting-in-place is no longer needed. Also, construction quality is improved when curvature differences are reduced.
- More specifically, the method according to the invention is characterized by what is stated in the characterizing part of
claim 1, the floor element according to the invention is characterized by what is stated in the characterizing part ofclaim 7. - The invention will be described in more detail by way of example in the following, with reference to the enclosed drawings, wherein:
-
Fig. 1 shows a floor element according to the invention seen from above; -
Fig. 2 shows a cross section of the floor element according toFig. 1 , and -
Fig. 3 shows a cross section of a floor element according to the invention at the site of the floor drain. - In
Figure 1 is shownfloor element 1, which consists ofslab part 2 and wetroom provision area 3. Wetroom provision area 3 is a space requiring inclination, e.g. bathroom withfloor drain 5. In a process ofmanufacturing floor element 1 at a factory, reinforcements are firstly placed into the mold, for example prestressed reinforcing strands. Next, the installation fittings required as selected are mounted into the wetroom provision area 3, such as heating, water, plumbing, ventilation and electrical installation fittings and heating system plumbing or wires. Plumbing, likesewer pipes 4, must be exactly in the right place and must have the right slope. Also, location and height offloor drains 5 are strictly defined.Sewer pipes 4 andfloor drains 5 must be supported so that they do not move or rise during casting. - In
Figure 2 is shown a cross section offloor element 1, wheresewer pipes 4 has been supported in the mold with the aid of adjustableprefabricated concrete supports 6.Adjustable concrete supports 6 are preferably made of recycled waste concrete, in which case they are heavy and large enough to anchor the pipes during casting, and they do not require separate fastening to the mold.Concrete support 6 consists ofparts Figure 3 shows thattop concrete part 7 is so designed that it forms a parallel support surface withpipe 4, resulting in e.g. thatdrain 5 is positioned at the desired inclination, for example 1:50 or 1:60 - 1:100. Theundermost concrete part 8 hasstuds 9 in the bottom, so that the space between the bottom ofconcrete support 6 and the mold is filled with concrete during the element cast. - When all the required installation fittings and reinforcement have been mounted onto the bottom of the mold, the first cast is carried out over the entire area of
floor element 1 to a determined height, whereby the installation fittings located on the bottom of the mold become partly or totally embedded in concrete. In a suitable phase of the cast, a stiff sheet-shaped separation mold 10 is installed at the border area between the wet room and the rest of the room space, forming arecess 11 at the wet room area. Sheet-shaped separation mold 10 acts as a temporary mold stopper, preventing the concrete from moving into therecess area 11 as the cast inslab part 2 is raised to its final height. A dam mold method can be used to generaterecess area 11. The height ofrecess area 11 is determined by the space required by pitch casting, plumbing, cabling and floor drain connections and can be 30 - 60 mm, typically 50 mm.Floor drain 5 withinrecess area 11 is for example 10 - 50 mm above the bottom ofrecess area 11. In the first cast is preferably used self-compacting concrete, the slump flow of which may be 450 - 800 mm. - When the concrete has stiffened sufficiently after the first cast, underfloor heating cables or pipes are installed at the desired height position in
recess area 11. Also other required installations can be done inrecess area 11. Subsequently, a second cast, the so called pitch cast, is carried out inrecess area 11, generating sufficient pitch in the wet room area. The pitch cast is usually made using concrete different from that used in the first cast, for example by topping, in which the maximum grain size is below 8 mm, whereby an inclination is effected in the top surface of the recess area. The pitch cast is usually carried out as soon as possible after the first cast phase, so the concrete does not have time to harden and the cast simultaneously acts as a part of the supporting structure of the element, forming a monolithic composite structure with the earlier cast. The timing of the second cast depends on the speed of the concrete receipt and the concrete temperature, and it can be carried out for example 10-120 minutes after the first cast. - According to one example, a floor element is cast in one phase whereby selected installation fittings are placed into the mold before the cast either at a wet room provision area and/or to a slab part. The installation fittings can comprise heating system plumbing or cables. In addition, a separation mold can be installed in the space requiring inclination in the wet room provision area, but the cast can be done also without a separation mold. Next, the slab part and the wet room provision area are cast with the same or different concrete.
- According to a further example, a floor slab element is cast as a two-phase casting. The first and the second cast are done over the entire floor element area, whereby in the second cast a wet room provision area is formed into a space needing inclinations. Before the first cast, selected installation fittings are mounted into the mold either in the wet room provision area and/or to the slab part. Installation fittings may include heating system plumbing or cables. After the first cast, a separation mold is placed in the space requiring inclinations. Heating system plumbing or cables will be installed either to the wet room provision area and/or to the slab part if they have not been added before the first cast. Next, the second cast is done over the slab part and in the wet room provision area, using either the same or different concrete. The wet room provision area can be formed also without a separation mold, in which case the second cast is done on the slab part and in the wet room provision area, and the inclinations in the wet room provision area are formed in context of the cast by adjusting the amount of concrete and simultaneously applying floating until sufficient inclinations are achieved.
- According to a still further example, the slab part is cast to its final height in one phase and the area having a shaped surface in two phases. Before the first cast, selected installation fittings are mounted into the mold. The installation fittings can include a heating system plumbing or cables. In addition, a separation mold is mounted in the space requiring inclinations before the first cast to form a surface-shaping area. The separation mold and the heating system plumbing or cables are supported and fixed so that they do not move during the cast. Next, the slab part is cast to its final height and the first cast is carried out in the wet room provision area. After the first cast, heating system plumbing or cables are installed if needed in the space requiring inclinations and the second, pitch-forming cast is carried out.
- According to a still further example, the cast is done at least in a floor drain inclination area as a layered multi-phase cast with concrete having the same or different viscosity. The cast can be done as multi-phase cast if e.g. different installation fittings require it. Preferably, the cast is done in one or in two phases.
- In all the above mentioned examples, the floor heating can be left out completely whereby heating system plumbing or cables are not installed before the first or the second cast, or if desired they can be mounted over the whole floor element area or only over the slab part or in the wet room provision area. For example, installation fittings mounted prior to the first cast include heating, water, sewer, ventilation and electrical installation fittings. After the first cast, heating system plumbing or cables are installed only in the wet room provision area. According to the second example, installation fittings including heating, water, sewer, ventilation and electrical ducts as well as heating system plumbing or cables are mounted over the whole slab part prior to the first cast.
- The concrete used in multi-phase casting can be the same throughout or it may vary between phases. Preferably, the concrete used in all casts is self-compacting concrete. The surface-shaped area is formed by floating and it can be formed also without a separation mold. A wet room area can also be coated ready at the factory, for example with moisture-proofing or waterproofing layer, in which case the element does not get wet in the storage or on site and the structure dries faster. Moisture protector / waterproofing agent is sprayed onto the second cast, i.e. the pitch cast at the appropriate phase after casting before unloading the elements from the mold line.
- Using the solution according to the invention the element height is reduced, for example from previously used 370 mm to 270 mm, because a massive slab is used as an element and installation fittings are mounted inside the floor element at the factory. A thinner intermediate floor allows a lower overall storey height or allows for increasing the room height. Because of the massive structure, the width and the length of the element can be increased, leading to faster installation and the number of floor elements decreases even by three elements for each apartment. As a result, less filling and joint grouting is required on site, whereby the consumption of concrete and joint steel bars is reduced and the wet room floor dries faster.
- The solution according to the invention leads to a greater preproduction rate, whereby the working stages on site and construction costs are reduced and time spent in planning is decreased. When plumbing and HVAC are installed inside the element at the factory, no subcontractors are required on site in the frame phase for these stages, and scheduling is easier. Also, construction quality is improved when curvature differences are reduced, leading to decreased use of filler.
- A 270 mm massive slab according to the invention is 140 kg heavier per square meter than the commonly used 370 mm hollow-core slab. As a result of the weight difference, the air and impact sound isolation of the massive slab according to the invention is better than the above-mentioned hollow-core slab.
- The floor element according to the invention can also be used outside of the bathroom, for example in the sauna, kitchen, toilet and other wet areas. None of the solutions disclosed above restrict the use of the invention in other appropriate locations.
Claims (12)
- A method for making a floor element (1) including a wet room provision area (3) having a floor drain and a slab part (2) by essentially continuous mold casting, characterized in that at least floor drain installation fittings are placed onto the mold, the floor element (1) is cast and wet room provision area (3) inclination formatting required by the floor drain (5) is done in the wet room provision area (3).
- A method according to claim 1, characterized in that floor inclination formatting is done by adjusting the amount of concrete and simultaneously applying floating until sufficient inclinations are achieved.
- A method according to claim 1 or 2, characterized in that the cast is carried out as a layered multi-phase cast at least in the floor drain (5) inclination formatting area.
- A method according to claim 3, characterized in that the first cast is carried out over the entire area of the floor element (1) and the second cast is done over the slab part (2) and the wet room provision area (3).
- A method according to any of the preceding claims, characterized in that the wet room provision area (3) is limited with a separating mold (10) at least during one casting phase.
- A method according to claim 3, characterized in that the first cast is carried out over the entire area of the floor element (1), the wet room provision area (3) is limited with a separating mold (10) to form a recess area (11) after which the slab part (2) is cast to its final height and the second cast is done over the wet room provision area (3).
- A method according to any of claims 3-6, characterized in that heating system plumbing or cables are installed to the slab part (2) or to the wet room provision area (3) after the first cast.
- A method according to any of claims 3-6, characterized in that heating system plumbing or cables are installed to the slab part (2) and to the wet room provision area (3) after the first cast.
- A method according to any of the preceding claims, characterized in that the cast is carried out in the wet room provision area (3) as a multi-phase cast using concrete having varying viscosity.
- A method according to any of the preceding claims, characterized in that additional slab-specific installation fittings are placed into the mold before the casting.
- A method according to any of the preceding claims, characterized in that at least the areas outside of the wet room provision area (3) are cast using self-compacting concrete.
- A floor element (1) including a wet room provision area (3) having a floor drain, and a slab part (2), characterized in that the floor element (1) comprises in the wet room area (3) at least floor drain plumbing and wet room provision area (3) inclination formatting required by the floor drain (5) and is, at least in the wet room area (3), made using essentially continuous mold casting.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20096378A FI122394B (en) | 2009-12-22 | 2009-12-22 | Process for making floor elements as well as floor elements |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2339075A1 EP2339075A1 (en) | 2011-06-29 |
EP2339075B1 true EP2339075B1 (en) | 2015-09-16 |
Family
ID=41462836
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10397526.4A Active EP2339075B1 (en) | 2009-12-22 | 2010-12-22 | Method for making a floor slab element with drainage installation and the floor slab element |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2339075B1 (en) |
DK (1) | DK2339075T3 (en) |
FI (1) | FI122394B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE539386C2 (en) * | 2015-02-10 | 2017-09-12 | A drainage hole floor module and a method of production of such | |
FI129460B (en) * | 2019-02-12 | 2022-02-28 | Elematic Oyj | Method for manufacturing prefabricated concrete products |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI49863C (en) * | 1972-03-09 | 1975-10-10 | Vaeaenaenen Olavi | Sewer system for buildings. |
CH577085A5 (en) * | 1973-11-15 | 1976-06-30 | Vogt Werner | |
FR2503220A1 (en) * | 1981-04-03 | 1982-10-08 | Charbonnages Sa Ste Indle Cale | Prefabricated floor module for bathroom etc. - contains water inlet and outlet ducts cast in concrete slab |
CH688722A5 (en) * | 1996-10-28 | 1998-01-30 | Theo Rellstab | Mould component for producing recess in concrete structural part |
FR2789711B1 (en) * | 1999-02-12 | 2001-05-04 | David Genevois | RESERVATION BOX FOR THE INCORPORATION OF PIPES IN A CONCRETE SLAB AND ITS IMPLEMENTING METHOD |
DE20102623U1 (en) * | 2001-02-13 | 2001-05-03 | Peuckert, Linus, Dipl.-Ing., 33098 Paderborn | Ready-mixed concrete multi-function slab |
FI20050906A (en) * | 2005-09-12 | 2007-03-13 | Elematic Oy Ab | Method and apparatus for casting self-compacting concrete |
-
2009
- 2009-12-22 FI FI20096378A patent/FI122394B/en active IP Right Grant
-
2010
- 2010-12-22 DK DK10397526.4T patent/DK2339075T3/en active
- 2010-12-22 EP EP10397526.4A patent/EP2339075B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
DK2339075T3 (en) | 2016-01-04 |
FI20096378A0 (en) | 2009-12-22 |
FI20096378A (en) | 2011-06-23 |
EP2339075A1 (en) | 2011-06-29 |
FI122394B (en) | 2011-12-30 |
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