奥地利专利AT519577A4 Shaft bottom lining and method for producing a shaft bottom lining

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专利摘要:
A shaft bottom lining (1), in particular for a sewer manhole, has a base body (2) which comprises a tread surface (3) and at least one pipe connection opening (5). The main body (2) is made in one piece from flexible material with a wall thickness, with which it can be bent together at least in some areas substantially as desired.
公开号:AT519577A4
申请号:T50257/2017
申请日:2017-03-31
公开日:2018-08-15
发明作者:Predl Manfred
申请人:Predl Gmbh；
IPC主号:

专利说明:

The invention relates to a shaft floor lining, in particular for a sewer shaft, with a
Base body that has a tread and at least one pipe connection opening.
The invention further relates to a method for producing a molded part, in particular a shaft floor lining, and a method for lining a shaft, in particular a sewer shaft.
Walk-in manholes of older design, which are bricked, concreted or made of concrete fittings, show signs of corrosion or wear after a certain time due to environmental influences. In particular, access shafts for sewers, on the bottoms of which channels are formed, which form connections between the sewer pipes leading into the shafts, are additionally subjected to severe loads by sewage which can contain aggressive substances.
Corrosion affects the surface of the material from which the shaft is built. Different rehabilitation methods are used to repair shafts that are subject to corrosion. In addition to coating the existing building fabric with different materials, the renovation includes inserting prefabricated components in shaft floors and in rising, i.e. State-of-the-art shaft components forming wall areas.
In order to be able to carry out renovation work on the shaft floor on site as effectively as possible, a prefabricated, plastic shaft floor lining adapted to the shaft floor to be renovated is inserted into the shaft, arranged at the bottom of the shaft, connected with pipes that open into the shaft if necessary, and backfilled with concrete. If necessary, the
Inner surface of the wall of the shaft is also lined with a prefabricated shaft wall lining, which if necessary
2/39 is also fixed to the wall and backfilled with concrete, for example.
Since the entrance to the shaft in many sewage shafts has a significantly smaller clear width than the bottom of the shaft on which the shaft floor lining made of plastic is arranged, currently common renovation methods that work with prefabricated renovation components must either first remove the upper part of the shaft or the manhole base lining made of plastic is divided into sections, which are reconnected in the manhole.
Since both methods are very time-consuming and labor-intensive, this also has a negative impact on the costs and duration of the renovation. In addition, it is not always possible to query the upper manhole components (cone).
DE 101 29 860 A1 discloses a manhole bottom lining which consists of foldable parts which are connected to one another by means of hinges. On the one hand, these hinges are difficult to manufacture and, on the other hand, they form weak points, both in terms of the mechanical strength and the tightness of the shaft floor lining, and require reworking of the seams.
In known manufacturing processes for
Manhole base linings made of plastic for renovations, a negative mold made of plastic is made based on the shaft geometry of the shaft to be renovated, to which the material from which the shaft bottom lining is made is then molded.
In known processes for the production of
Concrete manhole bases for the new construction of manholes are milled or cut out from the foamed plastic according to the required manhole geometry, which is used to form the channel geometry in the concreting process
3/39 will be. Since the surface of such a negative mold made of foamed plastic is very porous and rough, the surface must first be sealed or coated before applying the material from which the manhole bottom lining is formed. This ensures that the negative form can be removed from the finished manhole base without being destroyed and that the surface is as smooth as possible. The disadvantage of this is that the sealing or coating of the negative mold involves a considerable amount of time and money.
The invention is therefore based on the object
To provide a shaft floor lining, a method for producing a molded part, in particular a shaft floor lining for a sewer shaft, and a method for lining a shaft, in particular a sewer shaft, of the type mentioned at the outset, which do not have the disadvantages of the prior art. On the one hand, the manufacturing process for a
Shaft floor lining or for a molded part, e.g. on
Concrete manhole base, simplified and on the other hand the
Workload in a shaft renovation can be reduced.
According to the invention, this object is achieved with a
Shaft floor lining, which has the features of claim 1.
Furthermore, this object is achieved with a method for producing a molded part, in particular a shaft floor lining for a sewer shaft, which has the features of claim 9, and with a method for lining a
Well, which has the features of claim 21, solved.
Preferred and advantageous embodiments of the invention are the subject of the dependent claims.
4/39
According to the invention it is provided that the base body is made in one piece from flexible material with a wall thickness, with which it can be bent together at least in partial areas essentially as desired.
In the context of the invention, bent arbitrarily means that considerable areas of the base body can be bent, but that, of course, due to the three-dimensional shape of the base body, some areas can be bent more easily than other areas. By selecting the wall thickness in individual areas, this flexibility can also be influenced if necessary.
In the context of the invention, in contrast to “kinking” or “folding”, “bending” also means that the base body can be brought into a curved shape in regions. The base body is not along defined edges,
Buckling areas or joints plastically deformed, but can be elastically bent along areas that are not exactly defined.
In a particularly preferred embodiment, a channel lowered therefrom is arranged on the tread surface. At least one pipe connection opening preferably adjoins this channel. In particular, the channel connects all pipe connection openings that the base body has. Since, as a rule, one of the pipe connection openings is provided as an outlet, the channel preferably has a slope with a slope angle toward this pipe connection opening. The channel can have a plurality of channels, in particular in connection with one another.
It is particularly advantageous if the base body has a
Has connection edge that protrudes substantially perpendicular from the tread. The connection edge preferably runs
5/39 along the outer circumference of the tread or is at one
Adjusted outer shape of the tread.
In an advantageous embodiment, the connection edge is up to 15 centimeters high, but can also be made higher within the scope of the invention.
In a preferred embodiment, along a
A transition strip is arranged on the inside of the edge of the connection edge, the transition strip preferably being of the same height as the connection edge and connected to it. The transition strip preferably consists of a thermoplastic material that is textile-coated on at least one side, but can also be made of the same material as that
Shaft floor lining exist and in this case in particular does not have to be textile-coated. The textile fibers are preferably arranged on a surface of the transition strip facing the connection edge or the inner edge of the edge.
In a further preferred embodiment, the
Connection edge no transition strip, but a stepped step on the inside edge, so that an inner diameter of the connection edge in the area of the tread is smaller than an inner diameter of a spaced upward
Area of the connection edge.
In the context of the invention it can be provided that a pipe socket is arranged on at least one pipe connection opening, optionally on or in a tubular connection piece formed on the base body. The pipe socket is preferably connected, preferably welded, to a textile-coated, thermoplastic transition strip, which is arranged on and connected to the base body or in the connecting piece. As an alternative or in addition, the pipe socket can be glued directly to the base body or the connecting piece, laminated thereon or connected in some other way.
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An embodiment is preferred in which one or more adhesive bridges are arranged on the base body, in particular connected to the base body. Within the meaning of the invention, adhesive bridges are considered to be both geometrically defined elements, such as strips, and elements with an undefined geometric shape, such as granules. It is particularly advantageous if granules and additionally geometrically defined adhesive bridges are arranged on an entire surface of the base body facing outward. The adhesive bridges are used to anchor the shaft floor lining in the material inserted or molded behind it and prevent the
Manhole bottom lining, for example through the
Groundwater pressure, stands out from the underlying material.
The adhesive bridges are arranged on the base body during and / or after the manhole base lining has been produced and preferably consist of a rigid or rigid material. In particular, they are embedded or coated in the liquid or pasty material of the base body, so that they are connected to the at least partially solidified material of the base body. It is also conceivable to glue, laminate or otherwise bond individual or several or differently shaped adhesive bridges to the base body.
It is preferred if the base body is made of an elastically, in particular highly elastic, or flexibly deformable polymer, other elastically deformable or flexible materials also being conceivable. Polyureas are particularly preferably used as the polymer.
In order to have the elasticity and flexibility required in the context of the invention, the material of the base body preferably has a Shore hardness A between 60 and 80, in particular
7/39 between 65 and 75, particularly preferably between 68 and 72. In the context of the invention, it is conceivable that the material has a Shore hardness A, which is outside the ranges specified, it being important that the material at the Wall thickness with which it is made can bend sufficiently strong, without being plastically deformed.
In the context of the invention, it is particularly advantageous if, in the case of the shaft lining according to the invention, only pipe connections and / or adhesive bridges with a geometrically defined shape and / or granular adhesive bridges, if any, are rigid or flexurally rigid, and the rest of the
Manhole bottom lining is flexible and bendable.
The method according to the invention for producing a molded part, in particular a shaft floor lining for a sewer shaft, can be described as follows in an exemplary manner, which does not limit the scope of the invention:
In a first method step, a negative shape of the molded part to be produced, in particular the
Manhole bottom lining, created. It is particularly preferred if the negative mold is at least partially made of a plastic, in particular foamed plastic such as expanded polystyrene, in particular milled or cut from a block of such a material. It is also conceivable that at least part of the negative mold, which can be used for several different embodiments of molded parts, is made from other materials, such as metal, in particular aluminum.
The dimensions of the negative form for a shaft floor lining depend on the shaft in which the
Manhole bottom lining is used and can be
8/39 known dimensions or due to extra
Measurements on the shaft can be determined.
In a subsequent process step, the negative form is covered at least in some areas with a stretchable and flexible film. Such a film preferably consists of an elastically, in particular highly elastic, deformable plastic, for example of silicone, the term film not being understood as a restriction with regard to the thickness. The film can, depending on the need or material of the film, have different thicknesses, for example between 0.01 mm and 5 mm, in particular between 0.5 mm and 3 mm. By enveloping the negative mold with the film, the surface of the negative mold is protected or sealed and sufficiently smooth for later molding of the molded part, in particular the shaft floor lining.
In a particularly preferred embodiment of the
Process step for wrapping the negative mold, the finished negative mold is placed in an open-top enveloping device, which is sealed or sealed with the film. The air is then evacuated in the enveloping device, in particular in a region between the negative mold and the film, and the film is sucked into the negative mold by the suppressor or pressed against the negative mold by the ambient pressure.
In a preferred further development of this preferred embodiment of the method, before the negative pressure is generated in the area between the negative mold and the film, an overpressure is generated between the negative mold and the film or in the wrapping device. As a result, the film is elastically deformed and bulges away from the enveloping device and the negative mold placed therein. The negative form is simultaneously or subsequently approximated to the curved film and, if necessary, brought into contact with the film. this will
9/39 preferably with one provided in the enveloping device
Lifting mechanism carried out, which lifts the negative form towards the film. Only then is the negative pressure created between the film and the negative form. This further development largely prevents the formation of wrinkles that could arise on the film when the negative form is encased.
It is particularly advantageous if, following the at least partial covering of the negative mold with the film, a belt, a ring, a tensioning device or the like is stretched circumferentially around the negative mold, in particular around a base region of the negative mold covered by the film. The film is thus pressed or pressed so close to the negative form that the suppression between the film and the negative form is maintained by itself and no pressure equalization between the area between the film and the negative form and the surroundings can take place.
In a further process step, the base body of the molded part, in particular the shaft floor lining, is created. For this purpose, material that is in a liquid or pasty state is molded onto the encapsulated negative mold, in particular sprayed on, cast on, applied, laminated on, filled or otherwise applied. The molding can be carried out manually and / or automatically with the aid of suitable tools, such as a spray gun. The molding can be carried out in a single step or in several successive steps, if appropriate using a combination of different methods mentioned above or other.
The material used to create the base body is preferably an elastically deformable polymer, a thermoset or elastomer. The use of is particularly preferred
Polyurea if the body is made in one piece with a
Wall thickness is made, with which he at least in some areas
10/39 can be bent together as required. It is also conceivable that the material used is a hardening material, for example concrete, with a thin layer of a also being applied before the hardening material is applied
Plastic or other material can be applied to the coated negative mold.
In the case of a shaft floor lining for the renovation of a shaft, the material from which the base body is made is preferably flexible in the state in which the shaft floor lining is introduced into the shaft to be renovated. It is possible within the scope of the invention that the material hardens further in the course of time after being introduced into the shaft and thus loses flexibility, which, however, is not disadvantageous for the invention. It is essential that the material at the time the
Shaft lining is inserted into the shaft, it is so flexible that the base body can be bent to make it easier to insert it through the manhole in the shaft.
In the context of the invention, flexible is understood to mean that the material, with a constant wall thickness or with different wall thicknesses with which the base body is produced, is elastically deformable and flexible, in particular that the material is extensively elastically deformed without damage and about bending radii, which preferably in the order of more than 1 or 2 cm, preferably greater than 3 or 4 cm, can be bent elastically.
Preferably, at least one pipe socket and / or at least one transition strip (for example made of fiber-reinforced plastic, in particular glass-fiber-reinforced unsaturated polyester resin, textile-laminated thermoplastic or from similar materials or material combinations) is arranged on the negative mold, in particular, during the production of the base body by molding onto the negative mold put on, pushed on or fastened.
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After the material of the base body has at least partially solidified, the pipe socket is connected to the base body.
Alternatively, the base body and at least one pipe socket can also be produced consistently from one and the same flexible material or no pipe socket can be provided at all. The pipe socket (s) and / or transition strips can also be arranged on the base body after the base body has been produced, in particular connected to it, preferably glued, laminated or welded.
Furthermore, it is preferred within the scope of the method according to the invention that granular adhesive bridges and / or one or more adhesive bridges with a geometrically defined shape, for example in the form of a strip, are arranged on the base body during manufacture, in particular are connected to the base body. Within the scope of the invention, however, it is also conceivable to attach the adhesive bridge (s) to the base body only after it has been produced.
In a final process step, the base body is removed from the negative mold after the material of the base body has solidified sufficiently. It is also conceivable that after the material forming the base body is at least partially solidified, further hardening material, in particular concrete, is applied to this material, in particular on the side of the base body that faces away from the negative mold. The base body and the further material connected to the base body are removed from the negative mold after the further material has at least partially solidified or hardened.
The method according to the invention for lining a manhole, in particular for renovating a sewer manhole, can be based on
12/39 exemplary manner, which does not limit the scope of the invention, are described as follows:
The inner surface of the shaft, i.e. the floor, the wall and the entry opening or the manhole, can be cleaned in sections or over a large area before being lined and freed of loose material and, if necessary, sanded or milled off. Pipes leading into the shaft can be closed or sealed, for example, by means of shut-off bubbles. The shut-off bubbles can also be used to fix the pipe socket in the shaft
Serve as shaft lining.
In a first method step, a molded part, in particular a shaft floor lining, is produced, which has a base body that is flexible and can be bent together as required.
The shaft floor lining has at least one
Pipe connection opening and, if several pipe connection openings are provided, preferably a channel running between the pipe connection openings.
The dimensions of the shaft floor lining depend on the shaft in which the shaft floor lining is used and can be determined on the basis of known geometric dimensions (for example from an existing database) or on the basis of measurements carried out on the shaft. The measurement can be carried out manually or automatically, for example with the aid of a 3D scanner.
In a further process step, the
Shaft floor lining bent and through the
Entry opening introduced into the shaft. In the manhole, the manhole bottom lining is bent apart again or it largely unfolds into its own due to its elasticity
13/39 original shape and is then placed on the bottom of the shaft.
In a subsequent step, the
Shaft floor lining fixed or fixed to the bottom of the shaft and backfilled or underfilled in a further process step with hardening filler material, such as concrete, so that the voids between the shaft floor lining and the floor (and possibly a lower edge area) of the shaft are filled.
The fixing or fixing of the shaft floor lining serves in the context of the invention that the flexible
The shaft floor lining is not pushed away from the bottom of the shaft or assumes an undesirable shape when backfilling.
In the context of the invention, it is particularly preferred if a negative mold, which is used to produce the manhole bottom lining or was produced after the manhole bottom lining has been manufactured to match the shape of the manhole bottom lining, if necessary, is inserted into the manhole and arranged appropriately on the manhole bottom lining. By weighting this negative form (which can be reassembled if necessary), the manhole base lining is held in position and in shape during backfilling and can neither be pushed up nor assume a shape other than the desired one.
In a preferred embodiment, a shaft wall lining is subsequently introduced into the shaft. This is preferably of a size such that the wall of the shaft can be covered essentially along the entire inner circumference of the shaft up to a predetermined height, preferably over the entire height of the shaft.
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It is advantageous if the shaft wall lining is partially received with a lower area in a connection edge protruding perpendicularly from the base body of the shaft floor lining, so that the connection edge and the lower area of the shaft wall lining overlap at least in sections. The shaft floor lining and the shaft wall lining are preferably tightly connected to one another, in particular in the region of the connection edge, for example welded, glued, laminated to one another or connected to one another by using a repair sleeve.
In a particularly advantageous embodiment, the shaft wall lining is thermally connected, in particular welded, to a transition strip made of textile-laminated thermoplastic, which is arranged on an inside of the connection edge and connected to the base body.
The shaft wall lining is then preferably also backfilled with a filling material, for example concrete.
At some point after the arrangement of the shaft floor lining at the bottom of the shaft, the pipe connection openings or pipe sockets of the shaft floor lining can be tightly connected, in particular glued, laminated or welded, to the pipes which lead into the shaft or lead away therefrom.
A hardening mineral material, such as concrete, is preferably used as the filling material for backfilling the shaft floor lining and / or the shaft wall lining. If adhesive bridges are arranged on the shaft floor lining and / or on the shaft wall lining, these are anchored in the filling material when the filler material hardens.
Further details, features and advantages of the invention will become apparent from the following description of preferred and non-restrictive embodiments of the
15/39
Invention with reference to the accompanying drawings.
It shows:
1 is an isometric view of an embodiment of a shaft floor lining according to the invention,
2 is an isometric view of the collapsed manhole base lining of FIG. 1,
Fig. 3 is an isometric view of another
Embodiment of a shaft floor lining according to the invention connected to a shaft wall lining,
4 shows a section along the plane IV through the shaft floor lining of FIG. 3,
5 shows a detailed view of a section V from FIG. 4,
Fig. 6 shows a further detailed view of a section VI
Fig. 4,
7 shows a further detailed view of a section VII from FIG. 4, and
Fig. 8 shows a section through an enveloping device, a
Negative form and a flexible film for use in a method according to the invention for producing a molded part, in particular a shaft floor lining according to the invention.
1 shows a manhole base lining 1 according to the invention with a base body 2, which has a tread surface 3 with a channel 4 lowered therefrom, the tread surface 3 being essentially circular in the embodiment shown in FIG. 1, but also other shapes (e.g. Polygons) are conceivable within the scope of the invention. The channel 4 connects pipe connection openings 5, which are arranged below the tread 3.
The base body 2 is made of a flexible material and is made with a wall thickness that allows it to at least in the areas in which it does not have an increased resistance to deformation due to its spatial shape
16/39
Essentially arbitrary, i.e. along any contours, can be bent together.
At the edge of the tread surface 3 there is a connection edge 6 which, preferably essentially perpendicular, projects upwards from the tread surface 3 and runs along an outer contour of the tread surface 3. The connecting edge is, however, preferably not necessarily made in one piece with the base body 2 and has an inside edge 7 which is essentially entirely covered by a transition strip 8.
A pipe socket 9 is arranged in or on each pipe connection opening 5. Each pipe socket 9 is partially received in a tubular connection piece 11 projecting from the respective pipe connection opening 5 and via this with the
Pipe connection opening 5 and the base body 2 tightly connected.
The tubular connector 11 is either already in one piece with the base body 2 and thus from the same
Material such as this has been made or one made of a textile-coated thermoplastic material or one made of a glass fiber reinforced plastic
Transition strip 8, which can be firmly and tightly connected to both the material of the base body and the material of the pipe socket. Alternatively, the connector 11 can be connected to such a transition strip 8, which is preferably arranged along an inside of the connector 11, in particular connected to it.
FIG. 2 shows the manhole bottom lining 1 shown in FIG. 1 in a bent shape, as a result of which the outer dimensions of the manhole bottom lining 1 can be considerably reduced, at least in one direction. Thus, the shaft floor lining 1 can be passed in a bent shape through an entry opening, in particular a manhole of a shaft
17/39, which are narrower than their widest point
Diameter of the tread 3 is.
3 shows an isometric view of a shaft floor lining 1 according to the invention, which is connected to a shaft wall lining 12 in the region of the connecting edge 6.
3 has strip-shaped adhesive bridges 13 which are arranged at suitable locations on the underside of the base body 2. Furthermore, on an outwardly facing surface 16 of the
Base body 2, in particular in the area of the underside or preferably in all areas of the base body 2, which are backfilled with filling material, granular adhesive bridges 14 attached. In the embodiment shown, the shaft wall lining 12 has further adhesive bridges 15 arranged in the region of the outside. The adhesive bridges 13, 14 and 15 serve for later anchoring of the
Shaft floor lining 1 or the shaft wall lining 12 in the backfilled material.
FIG. 4 shows a section along plane IV through the shaft floor lining 1 shown in FIG. 3 and the shaft wall lining 12 connected therewith of the channel 4 can either have no slope or a slope with the same or different slope angle α.
FIG. 5 shows an enlarged detail V from FIG. 4 in the region of the pipe connection opening 5.
The tubular connecting piece 11 of the pipe connection opening 5 protruding from the base body 2 surrounds the pipe socket 9 and is tightly connected to it over the entire outer circumference of the pipe socket 9.
18/39
The detail VI from FIG. 4, shown enlarged in FIG. 6, is arranged in the region of the connecting edge 6.
On the inner edge surface 7 of the connecting edge 6 is a
Transition strip 8 is arranged, which substantially completely covers the inner edge surface 7 of the connecting edge 6.
The transition strip 8 consists of a thermoplastic material with at least one textile-coated side, is molded onto it during the manufacture of the base body 2 and is firmly and tightly connected to the connecting edge 6 via the textile-coated side lying against the inner edge surface 7.
The shaft wall lining 12 is accommodated at least in sections in the connection edge 6 or transition strip 8 of the shaft floor lining 1, so that an overlap region 17 is formed between the shaft wall lining 12 and the transition strip 8 connected to the connection edge 6.
The shaft wall lining 12, which in the embodiment shown in FIG. 6 consists of a thermoplastic material, is connected to the transition strip 8, which is likewise made of a thermoplastic material, in particular welded to the transition strip 8 at the edge of the shaft wall lining 12 by means of a weld seam 18.
The detail VII from FIG. 4, shown enlarged in FIG. 7, is arranged in the region of the connection edge 6 and the pipe connection opening 5.
In the embodiment shown in Fig. 7, the
Pipe socket 9 essentially entirely in the assigned
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Pipe connection opening 5 added and with the
Pipe connection opening 5 and the base body 2 tightly connected.
The shaft wall lining 12 is received in the connection edge 6 of the shaft floor lining 1 and is in contact with a step 19 running in the connection edge, the
Overlap area 17 between connection edge 6 and
Manhole wall lining 12 forms a type of sleeve. An inside of the shaft wall lining 12 connects essentially step-free or flush to the inside edge 7 below the overlap area 17.
The shaft wall lining 12, which in the embodiment shown in FIG. 7 consists of a thermosetting material, is connected to the connection edge 6, which also consists of a thermosetting material, in particular by the shaft wall lining 12 being glued to the connection edge 6 in the overlap region or by a strip over it the joint between the step 19 and shaft wall lining 12 is laminated.
8 shows a preferred embodiment of a
Enveloping device 21 for carrying out the method according to the invention for producing a molded part, in particular a shaft floor lining 1 according to the invention.
The enveloping device 21 has a hollow cylindrical shape
Outer body 22, which is bounded at the top by a plate 23 with a central opening 24 and is preferably closed at the bottom.
In the outer body 22, a support table 25 is arranged parallel to the plate 23, which by means of a lifting mechanism 26 between a lowered position in which it is spaced from the plate 23 and the illustrated raised position in which it is from
20/39 below, in particular sealing, abuts the plate 23, is adjustable.
In a preferred embodiment of the method according to the invention for producing a molded part, in which the molded part is a shaft floor lining 1 according to the invention, a negative mold 27 of the shaft floor lining 1 is arranged on the support table 25 in a first method step, the support table 25 being in the lowered position.
The negative mold 27 forms the shape of the finished one
Shaft floor lining 1 and further comprises a hollow cylindrical base body 29, which is arranged on a base plate 28 lying on the support table 25.
The base body 29 is closed at one end opposite the base plate 28 by a cover plate 31, which in the embodiment shown has the shape of a blunt cone tip directed away from the base plate 28. One protruding upward from the cover plate 31
Channel shaped body 32 has the inner shape of the channel 4 of the molded part, in particular the shaft floor lining 1.
The base plate 28 closes the base body 29 from below and has a diameter that is smaller than the diameter of the opening 24. Valves 33 arranged on the support table 25 and on the base plate 28 or penetrating the support table 25 and the base plate 28 connect lines (not shown) for fluid, in particular for air, to a cavity 34 formed in the base body 29.
Through holes 35 arranged in the cover plate 31 form a connection for the fluid between the cavity 34 and the space above the cover plate 31.
21/39
After the negative mold 27 has been arranged on the support table 25, a flexible film 36 is arranged on the top of the plate 23, so that the opening 24 is covered by the film 36.
The flexible film 36 is pressed tightly against the plate 23, which takes place in particular along an outer edge of the plate 23 and preferably with a clamping device 37 arranged there.
In a further method step, fluid, in particular air, is blown into the cavity 34 through one of the valves 33, so that an overpressure is formed between the negative mold 27 and the flexible film 36 and the flexible film 36, as shown in broken lines in FIG. 8, is inflated. The flexible film 36 thus projects from the plate 23 in a dome shape. Subsequently or simultaneously, the support table 25 is moved into that raised position which is shown in FIG. 8. Theoretically, the negative mold 27 could also be lifted up without the prior inflation of the film 36, thereby stretching the film 36. However, this is less advantageous because it stresses the film 36 more mechanically.
In this raised position of the support table 25, the fluid is sucked through the other valve 33, as a result of which a negative pressure is formed between the negative mold 27 and the flexible film 36 and the flexible film 36 is pressed against the negative mold 27 by the ambient pressure. Due to the previous prestress, the flexible film 36 lies against the negative mold 27 without any creases and envelops it.
In the following method step, a belt 38 is arranged around the film 36 in the area of the plate 23, in particular stretched around it. The belt 38 preferably also covers one
Base area 39 of the base body 29 and abuts against this, the film 36 on the outside of the base area 39 and the
22/39
Base plate 28 pressed and a tight connection between
Base plate 28 and base body 29 is formed.
After the valves 33 have been locked and the clamping device 37 has been released, the negative mold 27 can be removed from the enveloping device 21 from the support table 25 without the negative pressure within the negative mold 27 being lost.
In the following process step, material can be molded onto the negative mold 27 covered with the flexible film 36.
The negative form 27 or individual or several parts of the
Negative mold 27 can be removed from the molded part molded onto it at a later point in time and can thus be used to produce further molded parts. It is also possible to use the belt 38 and the flexible film 36 for the production of further molded parts.
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LIST OF REFERENCE NUMBERS 1 Shaft bottom liner 32 Gerinneformkörpe 2 body 33 valves 3 tread 34 cavity 4 Flume 35 Durchgangslöeher 5 Pipe connecting port 36 flexible film 6 connecting rim 37 clamping device 7 Rim inner side 38 belt 8th Transition stripes 39 plinth 9 pipe socket 10 - 11 connector α slope angle 12 Shaft wall lining IV cutting plane 13 Adhesive bridge with V detail geometrically defined VI detail shape VII detail 14 granulated bonding agents 15 further adhesive bridges 16 surface 17 overlap area 18 Weld 19 step 20 - 21 enveloping device 22 outer body 23 plate 24 opening 25 support table 26 lifting mechanism 27 negative form 28 baseplate 29 body 30 - 31 cover plate
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权利要求:
Claims (25)
[1]
Claims:
1. shaft floor lining (1), in particular for a sewer shaft, with a base body (2) having a tread surface (3) and at least one
Has pipe connection opening (5), characterized in that the base body (2) is made in one piece from flexible material with a wall thickness, with which it can be bent together at least in partial areas essentially as desired.
[2]
2. manhole base lining according to claim 1, characterized in that a channel (4) lowered from the tread surface (3) is arranged on the tread surface (3), at least one pipe connection opening (5) connecting to the trough (4).
[3]
3. shaft floor lining according to claim 1 or 2, characterized in that the tread surface (3) has a substantially vertically projecting, to an outer shape of the tread surface (3) adapted connecting edge (6).
[4]
4. manhole bottom lining according to claim 3, characterized in that along an inner edge (7) of the connection edge (6) a transition strip (8), which is in particular the same height as the connection edge (6) and preferably consists of a textile-coated, thermoplastic material , in particular connected to the inside edge (7).
[5]
5. shaft floor lining according to one of claims 1 to 4, characterized in that a pipe socket (9) is arranged on the pipe connection opening (5), in particular partially in the pipe connection opening (5) and / or in one
25/39 formed on the pipe connection opening (5), tubular
Connector (11) is added.
[6]
6. manhole base lining according to claim 5, characterized in that the pipe socket (9) directly with the pipe connection opening (5) and / or with the connector (11) connected, in particular glued or laminated, or with one in the pipe connection opening (5) and / or arranged in the connector (11), preferably molded thereon, textile-coated, thermoplastic transition strips (8), connected, in particular welded.
[7]
7. manhole bottom lining according to one of claims 1 to 6, characterized in that on an outwardly facing surface (16) of the base body (2) at least partially granular adhesive bridges (14) and / or adhesive bridges with a geometrically defined shape (13), preferably last shape are arranged.
[8]
8. shaft floor lining according to one of claims 1 to 7, characterized in that the base body (2) consists of a polymer, in particular an elastically, preferably highly elastic or flexibly deformable polyurea.
[9]
9. A method for producing a molded part, in particular a shaft floor lining (1) for a sewer shaft, with a base body (2), which preferably has a tread surface (3) and at least one pipe connection opening (5), characterized by the following method steps:
a) creating a negative mold (27) of the molded part,
b) at least regionally enveloping the negative mold (27) with one, in particular made of silicone or another
26/39 elastic material existing, flexible film (36), and
c) Creating the base body (2) by molding a material in a liquid or pasty state onto the negative mold (27).
[10]
10. The method according to claim 9 or 10, characterized in that the material is a hardening material, in particular concrete.
[11]
11. The method according to claim 9 or 10, characterized in that the material is a polymer, in particular a polyurea, and is preferably sprayed on.
[12]
12. The method according to claim 9, characterized in that after step c), after the material forming the base body (2) is at least partially solidified, further hardening material, in particular concrete, on the material forming the base body (2), in particular on a the side of the base body (2) facing away from the negative mold (27) is applied.
[13]
13. The method according to any one of claims 9 to 12, characterized in that the negative mold (27) in process step a) is at least partially made of plastic, in particular foamed plastic, preferably expanded polystyrene, in particular milled or cut.
[14]
14. The method according to any one of claims 9 to 13, characterized in that process step b) is divided into the following process steps:
bl) placing the negative mold (27) in an upwardly open enveloping device (21), b2) covering the enveloping device (21) with the flexible film (36), and
27/39
TI b3) generating a negative pressure in an area between the flexible film (36) and the
Negative form (27), whereby the flexible film (36) lies against the negative form (27) and envelops it.
[15]
15. The method according to claim 14, characterized in that after step b2) an overpressure is generated in the area between the flexible film (36) and the negative mold (27), so that the flexible film (36) away from the negative mold (27) bulges, and that the negative mold (27) is then approximated to the flexible film (36), in particular brought into contact with the flexible film (36).
[16]
16. The method according to claim 14 or 15, characterized in that after step b3) a belt (38) or the like is tightly stretched around the flexible film (36) and around the negative mold (27).
[17]
17. The method according to any one of claims 9 to 16, characterized in that at least one transition strip (8), in particular made of a textile-laminated thermoplastic, and / or at least one pipe socket (9), in particular made of a fiber-reinforced plastic, on the negative mold (27) arranged and molded onto the base body (2).
[18]
18. The method according to any one of claims 9 to 17, characterized in that during and / or after method step c) at least one adhesive bridge, in particular a granular adhesive bridge (14) or an adhesive bridge (13) with a geometrically defined shape, to the base body (2) molded and / or connected to it.
28/39
[19]
19. A method for lining a shaft, in particular a sewer shaft, the shaft having an inner wall, a floor and an entry opening, and at least one pipe opening into the shaft, characterized by the following process steps:
i. Manufacture of a shaft floor lining (1) with a base body (2) which is made in one piece from a flexible material and with a wall thickness, with which it can be bent together at least in partial areas essentially as desired, ii. Inserting the manhole bottom lining (1) with the base body (2) bent together through the manhole and arranging the manhole bottom lining (1) bent apart at the bottom of the manhole, iii. Fixing the shaft floor lining (1) at the bottom of the shaft, and iv. Backfilling of the shaft floor lining (1) with hardening filling material, especially with concrete.
[20]
20. The method according to claim 19, characterized in that method step i. a process step OK. goes ahead, in which a geometry of the shaft is measured manually or automatically, in particular by means of a 3D scanner.
[21]
21. The method according to claim 19 or 20, characterized in that the shaft floor lining (1) in process step iii. is fixed in a dimensionally stable manner on the bottom of the shaft by a divided negative mold (27), which is inserted into the shaft through the manhole, in particular a negative mold (27) used to produce the shaft floor lining (1) or a subsequently produced negative mold (27).
[22]
22. The method according to any one of claims 19 to 21, characterized in that after step iv. a
29/39
The shaft wall lining (12) is introduced into the shaft through the entry opening and is arranged on the shaft floor lining (1), a connecting edge (6) of the shaft floor lining (1) and the shaft wall lining (12) overlapping at least in an overlap area (17), and that the shaft floor lining (1) and the shaft wall lining (12) are connected to one another in the region of the overlap region (17), in particular thermally connected or glued.
[23]
23. The method according to claim 22, characterized in that the connecting edge (6) of the manhole bottom lining (1) having a transition strip (8) made of textile-laminated thermoplastic is thermally connected, in particular welded, to the manhole wall lining (12).
[24]
24. Use of polyureas for the production of shaft floor linings (1), in particular for a sewer shaft.
[25]
25. Use according to claim 24, characterized in that a shaft floor lining (1) is produced according to one of claims 1 to 8.

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同族专利:

公开号 | 公开日

US10273664B2|2019-04-30|

US10340112B1|2019-07-02|

AT519577B1|2018-08-15|

EP3382116A3|2018-12-26|

CA2987727A1|2018-09-30|

EP3382116B1|2021-02-24|

US20180282978A1|2018-10-04|

EP3536867A1|2019-09-11|

EP3382116A2|2018-10-03|

PL3382116T3|2021-08-02|

US20190218763A1|2019-07-18|

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法律状态:

优先权:

申请号 | 申请日 | 专利标题

ATA50257/2017A|AT519577B1|2017-03-31|2017-03-31|Shaft bottom lining and method for producing a shaft bottom lining|ATA50257/2017A| AT519577B1|2017-03-31|2017-03-31|Shaft bottom lining and method for producing a shaft bottom lining|

US15/801,604| US10273664B2|2017-03-31|2017-11-02|Manhole base liner and method for manufacturing a manhole base liner|

CA2987727A| CA2987727A1|2017-03-31|2017-12-06|Manhole base liner and method for manufacturing a manhole base liner|

EP19170566.4A| EP3536867A1|2017-03-31|2018-03-28|Method for producing a moulded article|

PL18164805T| PL3382116T3|2017-03-31|2018-03-28|Shaft base cladding and method for cladding a shaft|

EP18164805.6A| EP3382116B1|2017-03-31|2018-03-28|Shaft base cladding and method for cladding a shaft|

US16/244,347| US10340112B1|2017-03-31|2019-01-10|Manhole base liner and method for manufacturing a manhole base liner|

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