WO2007072086A1 - Procedure and equipment for applying a plastic layer on the internal surface of closed-section prefabricated concrete units, especially pipes - Google Patents
Procedure and equipment for applying a plastic layer on the internal surface of closed-section prefabricated concrete units, especially pipes Download PDFInfo
- Publication number
- WO2007072086A1 WO2007072086A1 PCT/HU2006/000043 HU2006000043W WO2007072086A1 WO 2007072086 A1 WO2007072086 A1 WO 2007072086A1 HU 2006000043 W HU2006000043 W HU 2006000043W WO 2007072086 A1 WO2007072086 A1 WO 2007072086A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- internal surface
- reinforced
- spray nozzle
- procedure
- unit
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 29
- 239000004033 plastic Substances 0.000 title claims abstract description 26
- 229920003023 plastic Polymers 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title claims abstract description 22
- 239000007921 spray Substances 0.000 claims abstract description 45
- 229920005989 resin Polymers 0.000 claims abstract description 30
- 239000011347 resin Substances 0.000 claims abstract description 30
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 28
- 238000005507 spraying Methods 0.000 claims abstract description 16
- 229920001187 thermosetting polymer Polymers 0.000 claims abstract description 5
- 239000002184 metal Substances 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 33
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 32
- 239000004576 sand Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 14
- 239000000377 silicon dioxide Substances 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 7
- 239000000835 fiber Substances 0.000 claims description 6
- 239000004645 polyester resin Substances 0.000 claims description 5
- 229920001225 polyester resin Polymers 0.000 claims description 5
- YLQBMQCUIZJEEH-UHFFFAOYSA-N Furan Chemical compound C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 claims description 4
- 239000003365 glass fiber Substances 0.000 claims description 4
- 229920000728 polyester Polymers 0.000 claims description 3
- 229920001342 Bakelite® Polymers 0.000 claims description 2
- 229920002748 Basalt fiber Polymers 0.000 claims description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 2
- 239000004593 Epoxy Substances 0.000 claims description 2
- 229920000271 Kevlar® Polymers 0.000 claims description 2
- 229920000877 Melamine resin Polymers 0.000 claims description 2
- 230000001133 acceleration Effects 0.000 claims description 2
- 239000004760 aramid Substances 0.000 claims description 2
- 229920003235 aromatic polyamide Polymers 0.000 claims description 2
- 239000004637 bakelite Substances 0.000 claims description 2
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- 239000004761 kevlar Substances 0.000 claims description 2
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 claims description 2
- 229920005749 polyurethane resin Polymers 0.000 claims description 2
- 239000002344 surface layer Substances 0.000 claims description 2
- 229920001567 vinyl ester resin Polymers 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000011152 fibreglass Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 8
- 230000002349 favourable effect Effects 0.000 description 8
- 238000005520 cutting process Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 6
- 239000002131 composite material Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 3
- 230000003197 catalytic effect Effects 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 239000006223 plastic coating Substances 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- IHPYMWDTONKSCO-UHFFFAOYSA-N 2,2'-piperazine-1,4-diylbisethanesulfonic acid Chemical compound OS(=O)(=O)CCN1CCN(CCS(O)(=O)=O)CC1 IHPYMWDTONKSCO-UHFFFAOYSA-N 0.000 description 1
- JLTDJTHDQAWBAV-UHFFFAOYSA-N N,N-dimethylaniline Chemical compound CN(C)C1=CC=CC=C1 JLTDJTHDQAWBAV-UHFFFAOYSA-N 0.000 description 1
- 239000007990 PIPES buffer Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000011342 resin composition Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
- F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
- F16L58/04—Coatings characterised by the materials used
- F16L58/10—Coatings characterised by the materials used by rubber or plastics
- F16L58/1009—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe
- F16L58/1027—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe the coating being a sprayed layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05B—SPRAYING APPARATUS; ATOMISING APPARATUS; NOZZLES
- B05B13/00—Machines or plants for applying liquids or other fluent materials to surfaces of objects or other work by spraying, not covered by groups B05B1/00 - B05B11/00
- B05B13/06—Machines or plants for applying liquids or other fluent materials to surfaces of objects or other work by spraying, not covered by groups B05B1/00 - B05B11/00 specially designed for treating the inside of hollow bodies
- B05B13/0645—Machines or plants for applying liquids or other fluent materials to surfaces of objects or other work by spraying, not covered by groups B05B1/00 - B05B11/00 specially designed for treating the inside of hollow bodies the hollow bodies being rotated during treatment operation
- B05B13/0654—Machines or plants for applying liquids or other fluent materials to surfaces of objects or other work by spraying, not covered by groups B05B1/00 - B05B11/00 specially designed for treating the inside of hollow bodies the hollow bodies being rotated during treatment operation and a treating nozzles being translated through the hollow bodies in a direction essentially parallel to the rotational axis
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0023—Lining the inner wall of hollow objects, e.g. pipes
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/009—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
- C04B41/48—Macromolecular compounds
- C04B41/4826—Polyesters
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/60—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
- C04B41/61—Coating or impregnation
- C04B41/62—Coating or impregnation with organic materials
- C04B41/63—Macromolecular compounds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
- E04C5/073—Discrete reinforcing elements, e.g. fibres
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
- F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
- F16L55/1645—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a sealing material being introduced inside the pipe by means of a tool moving in the pipe
Definitions
- the invention relates to a procedure for applying a plastic layer on the internal surface of prefabricated closed-section concrete or reinforced concrete units, especially pipes.
- the invention also relates to equipment for the realisation of the procedure.
- plastic pipelines especially the ones constructed from fibreglass reinforced polyester pipes
- their resistance to corrosion and abrasion and their hydraulic characteristics are extremely good, at the same time their disadvantage is that they are rather expensive.
- Such characteristics of reinforced concrete pipes and other products are less favourable than the same characteristics of plastic structures, but their price is more favourable, as a result of which reinforced concrete pipes are widely used.
- the task to be solved with the invention is to provide a solution for applying a plastic coating on the internal surface of closed- section prefabricated concrete or reinforced concrete units, especially pipes, which makes it possible to use a quick and economical production method on the one part and
- the invention is based on the recognition that if the spraying of the liquid artificial resin is performed while the prefabricated concrete or reinforced concrete pipe piece is rotated around its own longitudinal geometrical axis on the one part, and at the same time the spray nozzle is moved forwards and backwards inside the pipe along its longitudinal axis on the other part, the artificial resin can be applied at an optimal rate and in the planned width providing a layer of excellent quality.
- a layer in excellent composite action with the concrete material can be produced from fibreglass-reinforced thermosetting artificial resin, especially fibreglass-reinforced polyester resin, if short spikes or/ and couplers made of metal, practically steel, concreted in the course of prefabrication protrude from the surface of the concrete material, which set into the cross-linked plastic layer anchoring it, as it were, to the concrete surface; or if - in a given case combined with such spikes-couplers - the internal surface of the pipe is roughened with sand granules spread on the concrete material and setting in it.
- the set task was solved using a procedure for applying a plastic layer on the internal surface of closed-section prefabricated concrete or reinforced concrete units, especially pipes, in the course of which fibreglass-reinforced thermosetting artificial resin is applied onto the internal surface by spraying it with a spray nozzle, which procedure is based on that bonding elements, especially couplers and/ or spikes and /or hooks made of metal are embedded in the internal surface of the prefabricated concrete or reinforced concrete unit in a protruding way, or/ and the internal
- a favourable realisation of the procedure is characterised by that the internal surface of the unit, especially pipe, is roughened in a way that in the last phase of prefabricating the unit its internal surface layer is pulped and sand, favourably washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm is spread on the surface of the pulped layer, in a given case the spread sand material is rolled into the pulped layer, and fibreglass- reinforced artificial resin is sprayed on the surface after the pulped layer has set.
- the unit is rotate at such a speed that its centrifugal acceleration is 1.0-1.6 g; and the spray nozzle is moved along its straight track - forwards and backwards several times in a given case - at a speed of 0.4-2.0 m/sec. It may also be favourable, if a 2-3 mm wide fibreglass- reinforced artificial resin layer is applied onto the internal surface of the unit, where it is left to cross-link.
- the layer is made from basalt fibre, carbon fibre, aramid fibre, kevlar fibre, glass fibre or a combination of two or more of the above fibres and from vinylester or epoxy or furan or bakelite or melamine or polyester water based polyurethane resin. It may also be favourable, if the layer is made from fibreglass- reinforced polyester resin; and if the artificial resin components are sprayed from the spray nozzle with compressed air favourably at a pressure of 3.0-5.0 bar together with the fibre material cut into 10- 50 mm pieces using compressed air and - in a given case - sand, and in this way the mixture is sprayed on the internal surface of
- the equipment for the realisation of the procedure has a spray nozzle suitable for spraying fibre-reinforced artificial resin; and this equipment is based on the idea that it has a rotary unit suitable for rotating the concrete or reinforced concrete unit, especially pipe, around its own longitudinal geometrical axis (X); and a motion structure suitable for moving the spray nozzle inside the unit, especially pipe, along a straight track practically parallel to its longitudinal geometrical central axis.
- a favourable construction of the equipment is characterised by that the motion structure is formed for example by a car that can be driven forwards and backwards along a track and an element, especially a pipe-shaped casing, connecting the spray nozzle with the car. It may also be practical, if the components, especially artificial resin components connected to the spray nozzle and the technological pipes for feeding compressed air are placed inside the casing.
- figure 1 shows the complete equipment in diagrammatic side view, partly in section;
- figure 2 shows the top view of a possible construction of the spray nozzle;
- figure 3 shows the side view of the spray nozzle as in figure 2.
- the equipment has a car 2 that can be driven on wheels 2a forwards and backwards on a track 1, which car 2 is constructed in a way suitable for accommodating containers 3 for storing chemicals on the one part, and on the other part it has a spray device - situated on top according to the
- ⁇ presen ⁇ exa ⁇ nple ⁇ exte ⁇ ing ⁇ foTward " s rnarKecT with reference number 4 as a whole, at the end of which spray device 4 that is a combined spray nozzle 5 for spraying liquid artificial resin components.
- the spray device 4 itself consists of an external casing 4a and an internal bundle of technological pipes 4b - shown as a broken line in figure 1 -, which are connected to the spray nozzle 5.
- the h length of the spray device must exceed the H length of the prefabricated reinforced concrete pipe 6 to be provided with an internal plastic layer, but in theory it must be at least of the same length.
- the longitudinal geometrical central axis of the pipe 6 is marked with reference letter X in figure 1.
- the following pipes are placed in the casing 4: pipes for forwarding resin and catalytic agent, pipe forwarding compressed air needed for spraying resin, which pipes are connected to the combined pump unit (not shown here) and are also connected to the chemical containers 3.
- the combined spray nozzle 5 also contains a fibreglass-cutting unit, in a way already known in itself. Inside the casing 4 there are yarn guide ceramic rings to take fibreglass roving to the spray nozzle 5. There are separate compressed air pipes to support fibreglass- cutting, the yarn-cutting unit is suitable for cutting glass fibres of a length of 10-50 mm.
- the spray nozzle 5 may also be combined with a sand spraying unit, to which the compressed air is fed through a separate pipe, which is also situated in the casing 4.
- a spray nozzle 5 - known in itself - is shown in detail as an example, also showing its operation, which may be remote controlled.
- the technological pipes can be seen in top view: pipe 13 is for feeding resin mixed with accelerator, pipe 14 is for feeding catalytic agent, and pipe 15 is for feeding solvent (acetone) needed for washing the spray nozzle 5 after finishing spraying.
- Pipe 16 is for feeding compressed air needed for spraying and pipe 17 is for feeding compressed air needed for fibreglass
- a plastic layer is applied on the internal surface of a prefabricated concrete or reinforced concrete pipe using the equipment as in figure 1 according to the following:
- the prefabricated reinforced concrete pipe 6 the internal surface of which is to be provided with a plastic layer - which pipe 6 was made with ROCLA technology in a way that in the last phase the internal surface of the pipe was pulped and washed silica sand was spread on the pulped surface or/ and short spikes or couplers protruding inside the pipe wall were concreted in the course of prefabrication in an amount determined by planning with respect to a specific surface, e.g.: with a 100x100 mm raster - is heated to a temperature of about 70 0 C, then it is placed on the rollers 8, 9 of the rotary unit 7 in a way that the opening of the pipe 6 faces the car 2; in this position the geometrical axis of rotation y_ of the rollers 8, 9, the longitudinal geometrical central axis x of the pipe 6 and the casing 4 are parallel to each other.
- a prefabricated reinforced concrete pipe with an internal diameter of 60 cm is made with "Rocla" technology known in itself, in the last phase of which the internal pipe surface is pulped, and washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm is spread on the surface of the pulped layer, and the spread sand layer is rolled into the pulped concrete material.
- couplers made from 10.8-1.5 mm thick untreated steel wire with a 100 x 100 mm raster are built into the concrete material of the pipe in a way that they extend 1-2 mm from the surface.
- the reinforced concrete pipe After the reinforced concrete pipe has set, it is heated to a temperature of about 70 °C and it is placed on a rotary unit - as shown for example in figure 1 - and rotate it continuously along its longitudinal geometrical central axis.
- a spray nozzle practically a spray gun, is started inside the pipe and moved slowly and continuously in a longitudinal direction, and with the spray nozzle fibreglass-reinforced polyester resin and - in a given case - sand is sprayed on the surface roughened with silica sand or provided with protruding coupler/ spikes as described above.
- Spraying is performed with 4.5 bar compressed air in a way that polyester resin mixed with pre-mixed accelerator, such as CO- naphthenate or dimethyl-aniline is pumped into the spray nozzle through a pipe, and catalytic agent, favourably peroxide determined exactly for this mixture is fed to the same place through another pipe. Practically this operation is performed with a combined pump unit.
- the two components expelled from the spray nozzle are mixed with 4.5 bar compressed air blown here impregnating the cur fibreglass material fed here at the same time.
- the fibreglass is cut up to 10-50 mm long pieces using compressed air - in a way already known in itself - led to the spray nozzle through a pipe separate from the pipe in which compressed air for spraying is carried.
- the plastic layer to be formed may also contain sand, which - washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm -, together with the mixture of fibreglass and artificial resin is fed with compressed air carried here through a separate pipe and sprayed on the internal pipe surface.
- the fibreglass roving is taken to the yarn-cutting part unit with the help of fibreglass guiding ceramic rings.
- the mixture impregnated glass fibres and artificial resin composition produced as above hits the pipe surface roughened with silica sand or containing coupler and sets on it.
- the pipe is rotated and the spray nozzle is moved forwards and backwards inside the pipe, that is spraying is continued, until the desired 2-3 mm thick plastic layer is formed, the airtight seal, even, perfectly smooth surface of which is ensured by slow rotation.
- Both the speed of rotating the pipe and moving the spray nozzle along a straight track are continuously adjustable, as a result of which the layer thickness can be ensured with high precision.
- the advantage of the invention is that with a simple and economical technology, using ordinary materials, in a plant, that is under clear, controlled circumstances a wear and abrasion resistant layer of a minimum thickness with excellent hydraulic characteristics can be formed on the internal surface of prefabricated concrete and reinforced concrete pipes, which is integrated with the material of the pipe and is in composite action with it.
- a product is created having the positive characteristic features of the two types of material - (reinforced) concrete and plastic - in the most economical way possible, representing a service value higher than even before.
Abstract
The invention relates to a procedure for applying a plastic layer on the internal surface of closed-section prefabricated concrete or reinforced concrete units, especially pipes, in the course of which procedure fibreglass-reinforced thermosetting artificial resin is applied onto the internal surface by spraying it with a spray nozzle. The equipment has a spray nozzle suitable for spraying fibre-reinforced artificial resin; and it is based on the idea that bonding elements, especially couplers and/or spikes and/or hooks made of metal are embedded in the internal surface of the prefabricated concrete or reinforced concrete unit in a protruding way, or/and the internal surface is roughened, and then fibreglass-reinforced artificial resin is sprayed on the surface while it is being rotated continuously around its own longitudinal geometrical axis and the spray nozzle is being moved inside the unit along a straight track.
Description
PROCEDURE AND EQUIPMENT FOR APPLYING A PLASTIC
LAYER ON THE INTERNAL SURFACE OF CLOSED-SECTION
PREFABRICATED CONCRETE UNITS, ESPECIALLY PIPES
The invention relates to a procedure for applying a plastic layer on the internal surface of prefabricated closed-section concrete or reinforced concrete units, especially pipes. The invention also relates to equipment for the realisation of the procedure.
In the field of hydraulic engineering, especially in sewerage systems, a large amount of prefabricated reinforced concrete pipes and also pipes made of plastic or steel are used for pipeline construction. One of the most important advantages of reinforced concrete pipes, especially in the case of gravitation and low- pressure pipelines constructed from such pipes, is that their static stability can be ensured practically under any construction circumstances, and the necessary and sufficient static - load- bearing - requirements with respect to these pipes can be fulfilled accurately and completely. While pipelines constructed from reinforced concrete pipes are put down as rigid structures below the ground surface, pipelines made of plastic pipes, due to their high elasticity, can be made to comply with stability requirements by exploiting active lateral earth pressure, which requires an extremely precise pipe-laying technology. The advantage of plastic pipelines, especially the ones constructed from fibreglass reinforced polyester pipes, is that their resistance to corrosion and abrasion and their hydraulic characteristics are extremely good, at the same time their disadvantage is that they are rather expensive. Such characteristics of reinforced concrete pipes and other products are less favourable than the same characteristics of
plastic structures, but their price is more favourable, as a result of which reinforced concrete pipes are widely used.
As a result of this the improvement of the above characteristics of reinforced concrete and concrete pipes, especially their resistance to abrasion and corrosion, is gaining increasing experience.
Different forms of plastic coating ("relining" technologies) have been used for a long time for the reconstruction of damaged or spoilt concrete or/ and reinforced concrete pipelines, for example by spraying different liquid plastic compositions or applying a foil cover on their surface, or even by making an independent plastic pipe out of plastic pipe units inside the existing pipelines, but often the efficiency of sprayed coatings produced using the presently known technologies - in the course of which spray nozzles moved inside a fixed pipe are used - is not satisfactory either from technical or economical aspects, composite action between the independent and rather thick plastic pipe with the already existing pipe cannot be regarded as solved, the static function is filled - at least mainly - by the plastic pipe, so the realisation of such pipeline reconstruction is generally extremely expensive.
In the case of concrete and reinforced concrete structures with a plastic coating it is often a problem - depending on the circumstances of use - that the thermal expansion coefficients of the two different types of materials are rather different, which makes their permanent joint construction even more difficult.
Consequently the task to be solved with the invention is to provide a solution for applying a plastic coating on the internal surface of closed- section prefabricated concrete or reinforced concrete units, especially pipes, which makes it possible to use a quick and economical production method on the one part and
- satisfactory — composite action, a solid and secure connection
between the surface of the prefabricated concrete and the applied plastic layer on the other part.
The invention is based on the recognition that if the spraying of the liquid artificial resin is performed while the prefabricated concrete or reinforced concrete pipe piece is rotated around its own longitudinal geometrical axis on the one part, and at the same time the spray nozzle is moved forwards and backwards inside the pipe along its longitudinal axis on the other part, the artificial resin can be applied at an optimal rate and in the planned width providing a layer of excellent quality. We also realised that a layer in excellent composite action with the concrete material can be produced from fibreglass-reinforced thermosetting artificial resin, especially fibreglass-reinforced polyester resin, if short spikes or/ and couplers made of metal, practically steel, concreted in the course of prefabrication protrude from the surface of the concrete material, which set into the cross-linked plastic layer anchoring it, as it were, to the concrete surface; or if - in a given case combined with such spikes-couplers - the internal surface of the pipe is roughened with sand granules spread on the concrete material and setting in it.
On the basis of the above recognition, in accordance with the invention the set task was solved using a procedure for applying a plastic layer on the internal surface of closed-section prefabricated concrete or reinforced concrete units, especially pipes, in the course of which fibreglass-reinforced thermosetting artificial resin is applied onto the internal surface by spraying it with a spray nozzle, which procedure is based on that bonding elements, especially couplers and/ or spikes and /or hooks made of metal are embedded in the internal surface of the prefabricated concrete or reinforced concrete unit in a protruding way, or/ and the internal
^sHT-face-is- roughened; "and then"firjfeglass-feinforced artificial resin
is sprayed on the surface while it is being rotated continuously around its own longitudinal geometrical axis and the spray nozzle is being moved inside the unit along a straight track.
A favourable realisation of the procedure is characterised by that the internal surface of the unit, especially pipe, is roughened in a way that in the last phase of prefabricating the unit its internal surface layer is pulped and sand, favourably washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm is spread on the surface of the pulped layer, in a given case the spread sand material is rolled into the pulped layer, and fibreglass- reinforced artificial resin is sprayed on the surface after the pulped layer has set. According to another method of realisation while applying the fibreglass-reinforced artificial resin the unit is rotate at such a speed that its centrifugal acceleration is 1.0-1.6 g; and the spray nozzle is moved along its straight track - forwards and backwards several times in a given case - at a speed of 0.4-2.0 m/sec. It may also be favourable, if a 2-3 mm wide fibreglass- reinforced artificial resin layer is applied onto the internal surface of the unit, where it is left to cross-link.
Another favourable realisation method of the procedure is characterised by that the layer is made from basalt fibre, carbon fibre, aramid fibre, kevlar fibre, glass fibre or a combination of two or more of the above fibres and from vinylester or epoxy or furan or bakelite or melamine or polyester water based polyurethane resin. It may also be favourable, if the layer is made from fibreglass- reinforced polyester resin; and if the artificial resin components are sprayed from the spray nozzle with compressed air favourably at a pressure of 3.0-5.0 bar together with the fibre material cut into 10- 50 mm pieces using compressed air and - in a given case - sand, and in this way the mixture is sprayed on the internal surface of
:d^eon~c'rete~andTeirlforced" concrete unit.
The equipment for the realisation of the procedure has a spray nozzle suitable for spraying fibre-reinforced artificial resin; and this equipment is based on the idea that it has a rotary unit suitable for rotating the concrete or reinforced concrete unit, especially pipe, around its own longitudinal geometrical axis (X); and a motion structure suitable for moving the spray nozzle inside the unit, especially pipe, along a straight track practically parallel to its longitudinal geometrical central axis.
A favourable construction of the equipment is characterised by that the motion structure is formed for example by a car that can be driven forwards and backwards along a track and an element, especially a pipe-shaped casing, connecting the spray nozzle with the car. It may also be practical, if the components, especially artificial resin components connected to the spray nozzle and the technological pipes for feeding compressed air are placed inside the casing.
Below the invention is described in detail on the basis of the attached drawing containing a favourable construction of the equipment. In the drawings figure 1 shows the complete equipment in diagrammatic side view, partly in section; figure 2 shows the top view of a possible construction of the spray nozzle; figure 3 shows the side view of the spray nozzle as in figure 2.
As it can be seen in figure 1, the equipment has a car 2 that can be driven on wheels 2a forwards and backwards on a track 1, which car 2 is constructed in a way suitable for accommodating containers 3 for storing chemicals on the one part, and on the other part it has a spray device - situated on top according to the
^presenΦ^exaτnple=^~exteή^ing~^foTward"s rnarKecT with reference
number 4 as a whole, at the end of which spray device 4 that is a combined spray nozzle 5 for spraying liquid artificial resin components. The spray device 4 itself consists of an external casing 4a and an internal bundle of technological pipes 4b - shown as a broken line in figure 1 -, which are connected to the spray nozzle 5. The h length of the spray device must exceed the H length of the prefabricated reinforced concrete pipe 6 to be provided with an internal plastic layer, but in theory it must be at least of the same length. The longitudinal geometrical central axis of the pipe 6 is marked with reference letter X in figure 1. The following pipes are placed in the casing 4: pipes for forwarding resin and catalytic agent, pipe forwarding compressed air needed for spraying resin, which pipes are connected to the combined pump unit (not shown here) and are also connected to the chemical containers 3. The combined spray nozzle 5 also contains a fibreglass-cutting unit, in a way already known in itself. Inside the casing 4 there are yarn guide ceramic rings to take fibreglass roving to the spray nozzle 5. There are separate compressed air pipes to support fibreglass- cutting, the yarn-cutting unit is suitable for cutting glass fibres of a length of 10-50 mm. The spray nozzle 5 may also be combined with a sand spraying unit, to which the compressed air is fed through a separate pipe, which is also situated in the casing 4. In figures 2 and 3 a spray nozzle 5 - known in itself - is shown in detail as an example, also showing its operation, which may be remote controlled. In figure 2 the technological pipes can be seen in top view: pipe 13 is for feeding resin mixed with accelerator, pipe 14 is for feeding catalytic agent, and pipe 15 is for feeding solvent (acetone) needed for washing the spray nozzle 5 after finishing spraying. Pipe 16 is for feeding compressed air needed for spraying and pipe 17 is for feeding compressed air needed for fibreglass
^euMtøgf^a^d^threPCompresse'd'air gefs into the yarn-cutting unit 18
through a branch-pipe 17. The cut and expelled yarns are marked with reference number 19, and the mixture flow is marked with reference number 20.
A plastic layer is applied on the internal surface of a prefabricated concrete or reinforced concrete pipe using the equipment as in figure 1 according to the following:
The prefabricated reinforced concrete pipe 6 the internal surface of which is to be provided with a plastic layer - which pipe 6 was made with ROCLA technology in a way that in the last phase the internal surface of the pipe was pulped and washed silica sand was spread on the pulped surface or/ and short spikes or couplers protruding inside the pipe wall were concreted in the course of prefabrication in an amount determined by planning with respect to a specific surface, e.g.: with a 100x100 mm raster - is heated to a temperature of about 70 0C, then it is placed on the rollers 8, 9 of the rotary unit 7 in a way that the opening of the pipe 6 faces the car 2; in this position the geometrical axis of rotation y_ of the rollers 8, 9, the longitudinal geometrical central axis x of the pipe 6 and the casing 4 are parallel to each other. By starting the drive motor 12 of the rotary unit 7 the rollers 8, 9 and the pipe 6 are rotated slowly and continuously as shown by arrow ω, and at the same time the spray nozzle 5 connected to the casing 4 is moved forwards and backwards with the car 2, in synchrony with driving the car 2 as shown by double arrow a^ along a straight track inside the pipe 6 and along its full length H, while thermosetting artificial resin mixed with fibrous material and - in a given case - silica sand is sprayed on the internal surface of the pipe with the spray nozzle 5. The slow rotation of the pipe 6 and the slow moving of the spray nozzle, 5 forwards and backwards is continued until a fibre- reinforced artificial resin layer of the desired even thickness is
-ereated^on-the— internacTsufface of~the pipe 6, which layer sets
perfectly along the spikes/ couplers or/ and the pipe surface roughened with sand spreading and is in composite action with it. The airtight seal and required smoothness of the external surface of the plastic layer is ensured by the slow rotation, which can be regulated with the drive motor 12 with a continuously adjustable revolution number in the same way as the speed at which the car 2 is driven forwards and backwards as shown by double arrow a.
Below the invention is described in detail on the basis of an example.
Example
A prefabricated reinforced concrete pipe with an internal diameter of 60 cm is made with "Rocla" technology known in itself, in the last phase of which the internal pipe surface is pulped, and washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm is spread on the surface of the pulped layer, and the spread sand layer is rolled into the pulped concrete material. As an alternative solution couplers made from 10.8-1.5 mm thick untreated steel wire with a 100 x 100 mm raster are built into the concrete material of the pipe in a way that they extend 1-2 mm from the surface.
After the reinforced concrete pipe has set, it is heated to a temperature of about 70 °C and it is placed on a rotary unit - as shown for example in figure 1 - and rotate it continuously along its longitudinal geometrical central axis. At the same time a spray nozzle, practically a spray gun, is started inside the pipe and moved slowly and continuously in a longitudinal direction, and with the spray nozzle fibreglass-reinforced polyester resin and - in a given case - sand is sprayed on the surface roughened with silica sand or provided with protruding coupler/ spikes as described above.
Spraying is performed with 4.5 bar compressed air in a way that polyester resin mixed with pre-mixed accelerator, such as CO- naphthenate or dimethyl-aniline is pumped into the spray nozzle through a pipe, and catalytic agent, favourably peroxide determined exactly for this mixture is fed to the same place through another pipe. Practically this operation is performed with a combined pump unit. The two components expelled from the spray nozzle are mixed with 4.5 bar compressed air blown here impregnating the cur fibreglass material fed here at the same time. With the yarn-cutting part-unit forming a part or accessory of the spray nozzle the fibreglass is cut up to 10-50 mm long pieces using compressed air - in a way already known in itself - led to the spray nozzle through a pipe separate from the pipe in which compressed air for spraying is carried. Apart from cut fibreglass the plastic layer to be formed may also contain sand, which - washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm -, together with the mixture of fibreglass and artificial resin is fed with compressed air carried here through a separate pipe and sprayed on the internal pipe surface. The fibreglass roving is taken to the yarn-cutting part unit with the help of fibreglass guiding ceramic rings.
The mixture impregnated glass fibres and artificial resin composition produced as above hits the pipe surface roughened with silica sand or containing coupler and sets on it.
The pipe is rotated and the spray nozzle is moved forwards and backwards inside the pipe, that is spraying is continued, until the desired 2-3 mm thick plastic layer is formed, the airtight seal, even, perfectly smooth surface of which is ensured by slow rotation. Both the speed of rotating the pipe and moving the spray nozzle along a straight track are continuously adjustable, as a
result of which the layer thickness can be ensured with high precision.
After the cross-linking - setting - of the artificial resin, which is also facilitated by heating the pipe to 70 0C as mentioned above, the procedure of applying a plastic layer on the internal surface of the prefabricated reinforced concrete pipe is concluded, and the product can be used as required.
The advantage of the invention is that with a simple and economical technology, using ordinary materials, in a plant, that is under clear, controlled circumstances a wear and abrasion resistant layer of a minimum thickness with excellent hydraulic characteristics can be formed on the internal surface of prefabricated concrete and reinforced concrete pipes, which is integrated with the material of the pipe and is in composite action with it. In this way a product is created having the positive characteristic features of the two types of material - (reinforced) concrete and plastic - in the most economical way possible, representing a service value higher than even before.
Obviously the invention is not restricted to the construction example described in detail above, or to the shown and described construction of the equipment, but it can be realised in several different ways within the scope of protection defined in the claims.
Claims
1. Procedure for applying a plastic layer on the internal surface of closed- section prefabricated concrete or reinforced concrete units, especially pipes, in the course of which procedure fibreglass-reinforced thermosetting artificial resin is applied onto the internal surface by spraying it with a spray nozzle, characterised by that bonding elements, especially couplers and/ or spikes and/ or hooks made of metal are embedded in the internal surface of the prefabricated concrete or reinforced concrete unit in a protruding way, or/ and the internal surface is roughened, and then fibreglass-reinforced artificial resin is sprayed on the surface while it is being rotated continuously around its own longitudinal geometrical axis and the spray nozzle is being moved inside the unit along a straight track.
2. Procedure as in claim 1, characterised by that the internal surface of the unit, especially pipe, is roughened in a way that in the last phase of prefabricating the unit its internal surface layer is pulped and sand, favourably washed, dried and screened silica sand with a grain diameter of 0.8-1.2 mm is spread on the surface of the pulped layer, in a given case the spread sand material is rolled into the pulped layer, and fibreglass-reinforced artificial resin is sprayed on the surface after the pulped layer has set.
3. Procedure as in claim 1 or 2, characterised by that while applying the fibreglass-reinforced artificial resin the unit is rotated at such a speed that its centrifugal acceleration is 1.0-1.6 g; and the spray nozzle is moved along its straight track - forwards and backwards several times in a given case - at a speed of 0.4-2.0 m/sec.
4. Procedure as in any of claims 1-3, characterised by that a
2-3 mm wide fibreglass-reinforced artificial resin layer is applied onto the internal surface of the unit, where it is left to cross-link.
5. Procedure as in any of claims 1-4, characterised by that the layer is made from basalt fibre, carbon fibre, aramid fibre, kevlar fibre, glass fibre or a combination of two or more of the above fibres and from vinylester or epoxy or furan or bakelite or melamine or polyester water based polyurethane resin.
6. Procedure as in any of claims 1-5, characterised by that the layer is made from fibreglass-reinforced polyester resin.
7. Procedure as in any of claims 1-6, characterised by that the artificial resin components are sprayed from the spray nozzle with compressed air favourably at a pressure of 3.0-5.0 bar together with the fibre material cut into 10-50 mm pieces using compressed air and - in a given case - sand, and in this way the mixture is sprayed on the internal surface of the prefabricated concrete and reinforced concrete unit.
8. Equipment for applying a plastic layer on the internal surface of closed-section prefabricated concrete or reinforced concrete units, especially pipes, which equipment has a spray nozzle suitable for spraying fibre-reinforced artificial resin, characterised by that it has a rotary unit (7) suitable for rotating the concrete or reinforced concrete unit, especially pipe (6), around its own longitudinal geometrical axis (X); and a motion structure suitable for moving the spray nozzle inside the unit, especially pipe (6), along a straight track practically parallel to its longitudinal geometrical central axis.
9. Equipment as in claim 8, characterised by that it is formed for example by a car (2) that can be driven forwards and backwards along a track (1) and an element, especially a pipe-shaped casing
^(4-a) -^G©naeeting=the-spr^y--nOZzle=f5)-wiΕh' tHe~"car (2) ." W
13
10. Equipment as in claim 9, characterised by that the components, especially artificial resin components connected to the spray nozzle (5) and the technological pipes for feeding compressed air are placed inside the casing (4a).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HUP0501202 | 2005-12-23 | ||
HU0501202A HUP0501202A2 (en) | 2005-12-23 | 2005-12-23 | Method and apparatus for production of plastic inside-coating on concrete- or ferroconcrete bodies and tubes |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007072086A1 true WO2007072086A1 (en) | 2007-06-28 |
Family
ID=89986487
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/HU2006/000043 WO2007072086A1 (en) | 2005-12-23 | 2006-05-11 | Procedure and equipment for applying a plastic layer on the internal surface of closed-section prefabricated concrete units, especially pipes |
Country Status (2)
Country | Link |
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HU (1) | HUP0501202A2 (en) |
WO (1) | WO2007072086A1 (en) |
Cited By (6)
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CN107837981A (en) * | 2017-12-06 | 2018-03-27 | 上海复合材料科技有限公司 | One kind is used for cylinder combined housing automatic glue painting device and its application method |
CN110328081A (en) * | 2019-06-28 | 2019-10-15 | 盐城东方天成机械有限公司 | A kind of large pipe inside spraying equipment |
CN111085500A (en) * | 2019-12-16 | 2020-05-01 | 鲍立国 | Fluorescent powder spraying equipment with bubble removing function |
CN111299026A (en) * | 2020-03-12 | 2020-06-19 | 余存茂 | Inside and outside synchronous paint spraying apparatus |
CN112076922A (en) * | 2020-09-18 | 2020-12-15 | 海源表面科技(湖州)股份有限公司 | Movable type pipeline rotary coating equipment |
CN112138914A (en) * | 2020-09-01 | 2020-12-29 | 长沙理工大学 | Production equipment and method for graphene heat transfer enhanced multilayer composite pipe |
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CN112024242A (en) * | 2020-09-01 | 2020-12-04 | 长沙理工大学 | Preparation device and process of graphene heat transfer enhanced organic silicon resin composite tube |
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JPH01152010A (en) * | 1987-12-09 | 1989-06-14 | Takiron Co Ltd | Manufacture of concrete pipe with coated inner surface |
JPH0599374A (en) * | 1991-04-11 | 1993-04-20 | Kyushu Fume Kk | Reinforcing method for reinforced concrete pipe |
-
2005
- 2005-12-23 HU HU0501202A patent/HUP0501202A2/en unknown
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2006
- 2006-05-11 WO PCT/HU2006/000043 patent/WO2007072086A1/en active Application Filing
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JPH01152010A (en) * | 1987-12-09 | 1989-06-14 | Takiron Co Ltd | Manufacture of concrete pipe with coated inner surface |
JPH0599374A (en) * | 1991-04-11 | 1993-04-20 | Kyushu Fume Kk | Reinforcing method for reinforced concrete pipe |
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Title |
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PATENT ABSTRACTS OF JAPAN vol. 013, no. 415 (M - 870) 13 September 1989 (1989-09-13) * |
PATENT ABSTRACTS OF JAPAN vol. 017, no. 447 (M - 1464) 17 August 1993 (1993-08-17) * |
Cited By (8)
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CN107837981A (en) * | 2017-12-06 | 2018-03-27 | 上海复合材料科技有限公司 | One kind is used for cylinder combined housing automatic glue painting device and its application method |
CN107837981B (en) * | 2017-12-06 | 2020-03-06 | 上海复合材料科技有限公司 | Automatic gluing equipment for cylindrical composite shell and using method thereof |
CN110328081A (en) * | 2019-06-28 | 2019-10-15 | 盐城东方天成机械有限公司 | A kind of large pipe inside spraying equipment |
CN111085500A (en) * | 2019-12-16 | 2020-05-01 | 鲍立国 | Fluorescent powder spraying equipment with bubble removing function |
CN111085500B (en) * | 2019-12-16 | 2021-04-27 | 赣州中蓝稀土新材料科技有限公司 | Fluorescent powder spraying equipment with bubble removing function |
CN111299026A (en) * | 2020-03-12 | 2020-06-19 | 余存茂 | Inside and outside synchronous paint spraying apparatus |
CN112138914A (en) * | 2020-09-01 | 2020-12-29 | 长沙理工大学 | Production equipment and method for graphene heat transfer enhanced multilayer composite pipe |
CN112076922A (en) * | 2020-09-18 | 2020-12-15 | 海源表面科技(湖州)股份有限公司 | Movable type pipeline rotary coating equipment |
Also Published As
Publication number | Publication date |
---|---|
HUP0501202A2 (en) | 2007-12-28 |
HU0501202D0 (en) | 2006-02-28 |
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