USE OF A POUR FOR POURING INTO A BASE ELEMENT
Patent Information
- Application Number
- DE502019014187
- Authority / Receiving Office
- DE · DE
- Patent Type
- Patents
- Current Assignee / Owner
- Priority Date
- 2018-07-18
- Filing Date
- 2019-07-17
- Publication Date
- 2025-12-24
- Estimated Expiration
- 2039-07-17
AI Technical Summary
Existing penetration fittings for routing pipes through foundation slabs often require additional work to trim or support overhanging sections, posing safety risks and inefficiencies, especially when the final floor height is unknown during slab pouring.
A feedthrough assembly with a casing pipe and base body is cast into the base plate such that the side wall protrudes no more than 5 cm, allowing a cavity to be maintained above the pipe, enabling a mounting bracket to be flush with the floor structure, thus preventing overhangs and ensuring safety and ease of installation.
The solution minimizes the need for post-installation trimming, enhances safety by preventing fire-induced gas passage, and simplifies the construction process by maintaining a clear cavity for pipe laying, while also accommodating multiple lines effectively.
Description
[0001] The subject of the disclosure is the use of a feedthrough for casting into a base plate and passing a conduit through it.
[0002] The penetration fitting in question can be used as a building entry point to route the pipe through the foundation slab and into the building in the case of a building without a basement. The fitting is first positioned on the construction site and aligned, for example, using a string line. When the foundation slab is poured, it is cast into the slab, thus maintaining a clear passage for the pipe(s). Such penetration fittings are known, for example, from DE 10 2005 041 176 A1 and DE 20 2013 007 621 U1.
[0003] From DE 16 48 920 A1, an underground hydrant in the form of a distribution box for suspended ceilings is known.
[0004] The present invention is based on the technical problem of specifying a particularly advantageous implementation as the subject of such use.
[0005] This is achieved according to the invention with the features according to claim 1.
[0006] This relates to the use of a feedthrough for casting into a base plate and passing a pipe through it, the feedthrough having a casing pipe and a base body arranged at an upper end of the casing pipe, the base body having a bottom part and a side wall and thus forming a cavity at the upper end of the casing pipe, the casing pipe and the base body being cast into the base plate in such a way that the side wall protrudes from an upper edge of the base plate by a maximum of 5 cm, and after the base plate has been cast, a floor structure being built on it, leaving a cavity at the upper end of the casing pipe, and after the base plate has been cast, the pipe being laid through the casing pipe, with a pipe stub of a mounting attachment extending the casing pipe upwards.
[0007] The assembly comprises a casing tube and a base body located at the upper end of the casing tube. The base body, with its bottom section and side wall, defines a cavity at the upper end of the casing tube. This assembly is then cast into the base plate in such a way that the side wall of the base body projects no more than 5 cm beyond the top edge of the base plate, meaning it either projects only slightly or is flush with or below the top edge.
[0008] Next, a floor structure is built on the foundation slab, typically a screed layer poured on top, often in conjunction with an insulating layer underneath (between the foundation slab and the screed) and / or a floor covering on top. When pouring the foundation slab, the height of the floor structure to be built on top is usually not yet known, so it is not possible to simply position the casing pipe at such a height during the pouring of the foundation slab that its upper end will be level with the finished floor structure. One approach is to provide the casing pipe, or a box positioned above it (which maintains a cavity at the end of the casing pipe), with such an excess that there will always be an overhang above the finished floor level. This overhang must then be trimmed or supported, which means extra work for the installer; however, failing to trim it can pose a safety risk (see below).
[0009] Against this background, the present approach is to cast the base body, which keeps the cavity above the casing pipe free and thus accessible, into the base plate with a (small) overhang if necessary, but to keep this overhang so small that the upper end of the base body is always within the floor structure.
[0010] Due to the minimal overhang, preferably no more than 5 cm, 4 cm, 3 cm, 2 cm, or 1 cm (in the order listed), the main body does not protrude from the floor structure, and therefore no shortening is necessary. When constructing the floor structure, particularly when pouring the screed, the cavity above the casing pipe is kept clear, for example, with an integrated or attached formwork element (see below for details regarding various options). A pipe can then be laid through the casing pipe and across the floor slab. For this purpose, a mounting bracket with a pipe socket is attached to the casing pipe. This pipe socket extends the casing pipe upwards, specifically towards the top edge of the floor structure. Preferably, the mounting bracket has a flange plate from which the pipe socket extends downwards (see below for details).
[0011] Since the base unit (even without shortening) does not protrude from the floor structure, the mounting bracket can be positioned relatively close to or flush with the top edge of the floor structure. In the event of a fire at a building entry point, this can delay or prevent the passage of gas to, for example, the gas line. With a mounting bracket positioned flush with the floor structure, the underlying casing pipe can be partially shielded from the building interior. In contrast, if a box protruding from the floor structure, which would require shortening (see above), were not properly shortened by an installer, the protruding side wall would quickly melt in the event of a fire, thus creating a "channel" to the gas line (e.g., in the case of plastic material, which would be advantageous due to the need for shortening).
[0012] Preferably, the base body has a comparatively low overall height, e.g., no more than 10 cm, 8 cm, 6 cm, 5 cm, or 4 cm, with possible (independent) lower limits of, for example, at least 1 cm or 2 cm. The height of the side wall is therefore preferably within a corresponding range.
[0013] Preferred embodiments are found in the disclosure below, whereby the description of the features does not always differentiate in detail between process, application, or device aspects; in any case, the disclosure is to be read implicitly with regard to all claim categories. For example, where an application of the embodiment is described, this is always to be read as a disclosure of an embodiment designed for such application.
[0014] The advantages described can already be realized when only a single line passes through the penetration. This line could, for example, be a gas line. However, the described problem of "breakthrough" can also occur with other types of lines (e.g., electrical or data). For instance, due to a malfunction or damage, gas could leak into the outer casing of this line on the building's exterior side. Preferably, the penetration is designed to accommodate multiple lines, for which it ideally has several casings (see below for details). These can then be used for the individual lines (water, gas, electrical, data, etc.). Here, the described protective function can be particularly effective.
[0015] The mounting bracket preferably has a flange plate, i.e., an outwardly projecting flange, and particularly preferably a fully circumferential flange which, in the mounting position, has a lateral overlap with the surface of the floor structure (a vertical projection of the flange lies at least partially within the surface of the floor structure); preferably, the flange rests on the surface of the floor structure. The flange plate is preferably made of plastic, in particular fiber-reinforced plastic, such as glass fiber-reinforced polyamide. The mounting bracket can also serve as a pull-out restraint, i.e., hold the pipe axially in position (against a downward force or a force directed towards the outside of the building) if the pipe is subjected to tensile stress, for example, during subsequent excavation work with an excavator bucket (the excavator engages the pipe).
[0016] The flange plate preferably includes a through-opening through which the installed pipe extends into the building interior. The through-opening is flush with the pipe stub at the bottom. The pipe is then preferably sealed against the mounting bracket with a sealing element, for example, made of an elastomeric material. Ideally, this prevents any fluidic connection between the inside of the casing pipe and the building interior, thus preventing, for example, gas or leakage gas from entering the building. Generally, the casing pipe serves as an enclosure or conduit for the actual pipe, which is usually laid only after the foundation slab has been poured or the floor structure has been completed. The casing pipe forms, or is part of, a protective conduit system that extends from the building to, for example, a connection point (supply line) on the street side.
[0017] This protective conduit system is then laid, at least partially, and preferably entirely (up to the connection point), before the foundation slab is poured. By the time the slab is poured, the trench can ideally already be backfilled (including the area between the building and the connection point). The actual utility line, such as a pipe (gas, water, or district heating) or a cable (electricity or data), can then be installed subsequently, namely by being pushed through the protective conduit system from inside the building or from the connection point. The aforementioned seal between the pipe and the mounting fitting can then be installed.
[0018] The terms "top" and "bottom" refer to the vertical direction, i.e., the position in which the bushing is mounted. Terms such as "side" or "inside" and "outside" refer, unless explicitly stated otherwise, to directions perpendicular to and pointing away from the vertical axis of the bushing (these are horizontal). The side wall preferably extends completely around the entire cavity, thus enclosing it on all sides. Viewed vertically, it can be round, particularly circular, or angular (including with rounded corners). The outer casing tubes can be arranged horizontally in the vertical direction (e.g., at the corners of a square) or preferably in a row next to each other.
[0019] As an alternative to the present design, reference was initially made to a box protruding from the floor structure, which is subsequently shortened (which entails assembly work on the construction site). If such a box is constructed from several stacked box sections to simplify the shortening process, this results in increased manufacturing effort (a greater number of individual parts must be handled and assembled). In contrast, the present approach can therefore also represent a simplification.
[0020] According to a preferred embodiment, the side wall projects beyond the top edge of the base plate and a formwork element is attached to it, which keeps the cavity at the upper end of the casing pipe clear during the construction of the floor structure.
[0021] According to a preferred embodiment, the base body is cast in such a way that the side wall projects beyond the top edge of the base plate, e.g., by at least 1 cm. The side wall can then be used to attach a formwork element; in particular, the outer surface of the side wall is also available for this purpose. The formwork element then keeps the cavity above the casing pipe clear, especially during the pouring of the screed.
[0022] The foundation slab is generally poured on the ground, typically on a layer of fill, especially a leveling layer. It is usually made of concrete and functionally forms the building's foundation. The floor structure is then built on top of this, for example, the screed is poured (possibly on an insulating layer as part of the floor structure), and a floor covering can then be applied.
[0023] According to a preferred embodiment, the formwork element is a strip that is glued to a wall surface of the side wall and / or to the bottom part of the base body.
[0024] In a preferred embodiment, a strip, e.g., made of a foamed plastic material, is used as the formwork element. This is then glued, for example, to the outer wall surface or the inner wall surface of the side wall, e.g., with adhesive tape. Additionally or alternatively, the strip can also be glued to the base of the main body.
[0025] According to a preferred embodiment, the base body is cast flush with the top edge of the base plate.
[0026] In an alternative embodiment to the overhang, the base body is cast flush with the top edge of the base plate. This can, for example, simplify the screeding or smoothing of the grout material, usually concrete. In this variant as well, the side wall can be used to attach a formwork element during the construction of the floor; for example, a strip can be glued to the inner wall surface. Additionally or alternatively, a shaped element can be inserted into the base body that protrudes from the top edge of the base plate. The side wall can define the position of such a shaped element and prevent it from slipping.
[0027] According to the invention, the mounting attachment, whose pipe socket is attached to the outer casing pipe when the penetration is fully installed in the floor structure, is cast in place together with the base body. The pipe socket would then be inserted into the outer casing pipe, preferably to such an extent that a flange plate of the mounting attachment is arranged in the cavity of the base body, preferably completely enclosed within it. The latter can be advantageous insofar as the base body, including the flange plate, can then be cast flush with the floor slab. After casting into the floor slab, before the floor structure is constructed, the mounting attachment is then extended upwards a short distance (regardless of whether it was previously installed flush with the floor or not). At this point, the height of the floor structure is usually known, and the mounting attachment can be adjusted to this height. Thus, for example, the underside of the flange plate can be positioned at this height or even slightly above it (e.g.,...).B. by a maximum of 10 cm, 5 cm, 4 cm, 3 cm, 2 cm or 1 cm), in order to be moved downwards into the system after completion of the floor construction.
[0028] According to a preferred embodiment, the feedthrough has a cover element which covers the cavity formed by the base body when it is poured into the base plate.
[0029] According to a preferred embodiment, a cover element of the feedthrough covers the cavity formed by the base body from above when the base body is cast into the base plate. If the mounting attachment is also cast in, its flange plate can form this cover element.
[0030] According to a preferred embodiment, at least one section of the cover element extends above the side wall of the base body, and this section is used as formwork when constructing the floor structure.
[0031] According to a preferred embodiment, after being poured into the base plate, the upper side of the cover element lies flush with the upper edge of the base plate.
[0032] In a preferred embodiment, the cover element is cast flush into the base plate, so that the upper surface of the cover element is flush with the top edge of the base plate. Reference is made to the advantages mentioned above regarding the flush installation of the base body. In principle, the cover element can also be formed integrally with the base body; it could then, for example, be knocked out after casting, perhaps with a hammer. This could be facilitated by a predetermined breaking point.
[0033] In a preferred embodiment, however, the cover element is a multi-part cover element in relation to the base body (the base body and cover element are two separate parts). The cover element is then removed from the base body after the base plate has been cast, or sometimes only after the floor structure has been completed. Generally, the cover element can also be, for example, a lid placed on the base body.
[0034] According to a preferred embodiment, the cover element is a multi-part cover part that is removed from the base body after the floor structure has been built.
[0035] In a preferred embodiment, the cover element is a shaped body arranged in the cavity of the base body. The cover element can fill the cavity to at least 50%, 60%, or 70%, for example; in any case, in an upper section, it preferably borders the side wall of the base body (its inner surface) all the way around. As mentioned, the cover element can also be the flange plate of the mounting attachment; however, a separate cover element may also be preferred (which is then completely removed from the feedthrough and thus does not remain on the fully assembled assembly).
[0036] According to a preferred embodiment, the cover part is arranged in the cavity of the base body when the base body is poured into the base plate.
[0037] A preferred embodiment features a separate cover element, according to which the cover element, arranged in the cavity of the base body, projects upwards beyond its side wall. The projecting section can then be used as formwork during the construction of the floor structure, thus keeping the cavity above the casing pipe free of, for example, the screed.
[0038] The cover is then removed after the floor structure has been built, and the mounting attachment can be placed.
[0039] According to a preferred embodiment, the cover part is made of a foamed plastic material.
[0040] The cover element arranged within the hollow body is preferably made of a foamed plastic material, e.g., expanded polystyrene or polypropylene. Extruded polypropylene may be of particular interest. These options apply to both flush installation with the top edge of the base plate and installation with an overhang. In particular, two cover elements can also be provided, with one of lesser height being cast flush into the base plate and then subsequently replaced by a taller cover element for the construction of the floor assembly.
[0041] According to a preferred embodiment, the cover part sits on the upper end of the casing tube, wherein the cover part and the casing tube are sealed against each other by a seal.
[0042] In a preferred embodiment, the cover element located in the cavity sits on the upper end of the casing pipe. The cover element and the casing pipe are sealed against each other by a gasket. This can, for example, prevent the ingress of contaminants into the casing pipe during the construction phase (e.g., via rainwater that washes in contaminants from the surface of the floor element or floor structure) or also provide protection against seepage gases during the construction phase. The gasket is preferably located between an upper end face of the casing pipe and the cover element. It is preferably made of an elastomeric material.
[0043] The "elastomer material" is generally a plastic with elastic properties. Its Shore hardness (Shore A) can be, for example, a maximum of 90 Shore, 80 Shore, 75 Shore, or 70 Shore, and (independently of this) a minimum of, for example, 20 Shore, 25 Shore, 30 Shore, 35 Shore, or 40 Shore. It can be, for example, a rubber material, preferably a synthetic rubber such as EPDM (ethylene propylene diene monomer, M group). However, it can also be, for example, a thermoplastic elastomer (TPE) or a silicone-based material, such as silicone rubber or silicone elastomer.
[0044] In principle, it is also conceivable that the seal is attached to or molded onto the cover part, and is therefore removed together with the cover part.
[0045] According to a preferred embodiment, when the cover part is removed from the base body, the seal remains on the casing pipe and seals against the pipe socket after the mounting attachment is fitted.
[0046] In a preferred embodiment, the seal remains on the outer casing pipe when the cover is removed from the base body. This variant applies to the subsequently attached mounting attachment, which is therefore only fitted to the penetration after the base slab has been poured and, if applicable, the floor structure has been installed. The seal, which previously sealed the cover and the outer casing pipe against each other, then seals the latter against the pipe socket of the mounting attachment. The same seal can thus advantageously be used twice.
[0047] According to a preferred embodiment, the seal has a sealing lip that protrudes inwards or outwards in the unloaded state, which is turned downwards when the pipe stub is attached and lies between the pipe stub and the casing pipe.
[0048] In a preferred embodiment, the seal has a sealing lip that projects outwards (when the pipe fitting is pushed on) or, preferably, inwards (when the pipe fitting is inserted). In axial section, the sealing lip thus has a radial extent relative to the outer casing or the pipe fitting.
[0049] When the pipe fitting is attached, i.e., when it is pushed onto or, preferably, inserted into the pipe, the sealing lip is folded downwards. In this folded position, the sealing lip lies between the pipe fitting and the outer pipe, preferably between an outer surface of the pipe fitting and an inner surface of the outer pipe (in the case of the preferably inserted pipe fitting). When the sealing lip is positioned between the outer pipe and the pipe fitting, movement or deformation back to its original state is blocked by the pipes, so that the sealing lip reliably remains folded between the pipes, even in the event of a pressure event (overpressure) in the pipe system. The sealing lip is less easily forced out, for example, compared to a sealing ring (O-ring) positioned between the pipes. When the pipe fitting is attached, the free end of the sealing lip is pulled along by the end of the pipe fitting, after which a certain degree of self-locking occurs.
[0050] According to a preferred embodiment, the seal has a sealing lip that protrudes inwards or outwards in the unloaded state and extends obliquely upwards towards its free end in the unloaded state.
[0051] In a preferred embodiment, the seal has a sealing lip that, in the unloaded state, extends obliquely upwards towards its free end. Generally, the "unloaded state" refers to a situation in which the seal is positioned on the outer tube, but neither the pipe stub nor the cover is attached. The oblique upward extension of the sealing lip can be advantageous, for example, because it then reliably seals against the cover, which in turn presses the sealing lip downwards. Preferably, this is the same sealing lip that is then also inserted between the outer tube and the pipe stub. The oblique upward extension can also be advantageous with regard to the subsequent seal between the pipes, namely to further increase the "self-locking" effect described above in the downward-folded state.
[0052] The term "oblique" can refer, for example, to an angle of at least 30°, 45°, 60°, or 70°, and (independently of these) not more than 85° or 80° (in each case, the smaller of two angles formed by the sealing lip with the pipe axis is considered). In other words, the sealing lip is not deflected too far from a perpendicular orientation to the pipe axis, for example, by no more than 40°, 30°, or 20° (with possible lower limits of at least 5° or 10°).
[0053] In general, the seal that remains on the casing pipe (regardless of whether it has a sealing lip or not) can be molded onto the casing pipe or assembled with it as a separately manufactured part. Molding can be done, for example, using a two-component injection molding process. If the two parts are assembled as previously manufactured separate components, the seal can preferably be held axially in a form-fit connection to the casing pipe, for example, by having a section of the seal sit in a groove on the casing pipe, preferably a groove in the outer wall surface of the casing pipe.
[0054] According to a preferred embodiment, a flange is provided on the base body which, after the base body has been cast into the base plate, lies flush with its upper edge, wherein a surface seal is machined onto the flange on the base plate before the floor structure is built.
[0055] In a preferred embodiment, a flange is provided on the base body of the penetration fitting, which, after being cast into the base plate, lies flush with its upper edge. Before casting, the flange can thus be used, for example, to adjust the penetration fitting to the correct height. The flange can protrude outwards from the base body by at least 2 cm, preferably at least 3 cm or 4 cm (possible upper limits could be, for example, a maximum of 30 cm, 20 cm, or 15 cm). Before the floor structure is built, a surface seal is preferably machined onto the flange, i.e., a surface seal on the base plate. This is preferably a vapor barrier, which, for example, is laid on the base plate in the form of a foil. This foil can then be attached to the flange, preferably by bonding.
[0056] A flange on the feedthrough, which lies flush with the top edge of the base plate after the feedthrough is cast into it, can also be of interest independently of the side wall projecting by a maximum of 5 cm as per the main claim and shall be disclosed accordingly. The flange can, for example, be arranged on a base body whose side wall projects further after casting into the base plate, in particular beyond the subsequently constructed floor structure. The flange does not necessarily have to be arranged on a hollow base body; for example, a solid body made of foamed plastic material with a flange can also be provided, such as extruded polystyrene or polypropylene. In a particularly simple version, only a flange plate could be arranged on the casing pipe(s) (the pipe(s) could be inserted into this plate), with this arrangement then being cast in such a way that the flange or pipe(s) is flush with the casing pipe(s).the flange plate lies flush with the top edge of the base plate.
[0057] Preferably, the bushing generally has multiple outer casings, i.e., at least two, preferably at least three. Possible upper limits (independently of this) are, for example, a maximum of six or five outer casings; four outer casings are particularly preferred. Each section is then assigned its own outer casing, whereby the electrical / data sections can also be combined. In a preferred embodiment, the outer casings are assembled with the bushing's base body (see also above). The base body holds the outer casings in a relative position to each other; they can, in particular, be inserted into its base from below.
[0058] In a preferred embodiment, the bushing also features a retaining element located below the base body, which holds the outer tubes in a relative position. This can, for example, increase stability when adjusting the bushing before casting the base plate. A mounting device can then be attached to the retaining element and / or the base body, preferably to both. In principle, a retaining element made of metal is also conceivable, for example, bent sheet metal strips into which the outer tubes can be clipped. Preferably, however, the retaining element is made of a plastic material. Regardless of the material, it preferably has a plate shape (planar extension in the horizontal direction), with through-holes for the outer tubes. The outer tubes can be inserted into the plate, but the plate can also be divided and assembled around the outer tubes.
[0059] According to a preferred embodiment, the feedthrough has a plurality of sheathing tubes arranged on the base body, wherein a retaining part is additionally arranged below the base body, which holds the sheathing tubes in a relative position to each other.
[0060] According to a preferred embodiment, the retaining part is sealed to the outer casing tubes.
[0061] In a preferred embodiment, the retaining part is sealed against the casing pipes, for example with sealing rings pushed onto the casing pipes or a gasket molded onto the retaining part. The retaining part can then advantageously also serve as a water-stop flange.
[0062] In a preferred embodiment, the bushing with retaining element is adjusted so that the retaining element rests on a layer of fill before the foundation slab is poured. A surface seal is then preferably applied to the fill or leveling layer, i.e., below the subsequently poured foundation slab, and bonded to the retaining element. A plastic film is preferred as the surface seal, which is further preferably provided with a metal additive, such as aluminum. This arrangement can act as a radon seal (radon gas could be drawn from the ground through the building due to the chimney effect), with the bonding to the retaining element in the area around the casing pipes ensuring a reliable connection. Especially with a larger number of casing pipes, the retaining element significantly simplifies the bonding process. For this purpose, the retaining element is preferably designed as a plate, and particularly preferably has an outwardly projecting flange.
[0063] According to a preferred embodiment, the retaining part sits on a layer of fill on the ground before the base plate is poured, wherein a surface seal is worked onto the retaining part on the fill before the base plate is poured.
[0064] The penetration preferably includes a setup device for positioning and aligning it before grouting. This setup device can, for example, comprise a ground spike or stand that is placed in the excavated trench. The casing pipe and the grouting body are suspended from this, preferably via a further, height-adjustable stand section. Before grouting, the penetration is positioned at the desired height, using the top edge of the base slab as a reference. Before the base slab is poured, its thickness or height, and thus the position of its top edge, is generally known, unlike the thickness of the floor structure subsequently built upon it.
[0065] Also disclosed is a method for mounting a feedthrough, characterized by the features of claim 1, preferably in combination with one or more of the dependent claims. Likewise, a method for manufacturing a base plate with a floor structure thereon, characterized by the features of use according to claim 1, preferably in combination with one or more of the dependent claims, is disclosed. Brief description of the drawings
[0066] The invention will now be explained in more detail using an exemplary embodiment, whereby the individual features within the scope of the dependent claims may also be essential to the invention in other combinations, and no distinction will be made in detail between the different claim categories.
[0067] In detail, it shows Figure 1 shows a pouring-in feedthrough in an oblique view; Figure 2 shows the feedthrough according to Figure 7 in a side view in an installation situation; Figure 3 shows a schematic representation of the creation of the floor structure following the pouring of the base slab; Figure 4 shows the basic body without cover in an oblique view from above; Figure 5 shows a subsequently attached mounting attachment with pipe stub in a side view; Figure 6 shows a sealing element arranged at the upper end of a casing pipe in an axial section. Preferred embodiment of the invention
[0068] Figure 1 Figure 1 shows a feedthrough 101 in an oblique view from above. The feedthrough 101 has four outer tubes 102 which are attached to a base body 103 from below. Seals 104 are arranged at the upper ends of the outer tubes 102, see Figure 1. Figure 6in detail. Furthermore, a multi-ribbed seal 105 is arranged on the outside of each of the outer casing tubes 102, below the base body 103; see also the side view according to Figure 2 .
[0069] The outer tubes 102 are held in their relative position not only by the base body 103, but also by a retaining element 6. The retaining element 106 is divided and assembled around the outer tubes 102. The feedthrough 101 also has a cover element 107, which is Figure 1The cover part 107 is arranged outside the base body 103, but during casting, it sits in a cavity 108 bounded by the base body 103. This cavity 108 is open at the top and is bounded by a bottom part 103.1 and a side wall 103.2 of the base body 103. The inserted cover part 107 then rests on the seals 104, thus sealing the outer casing tubes 102 at the top. An upper surface of the cover part 107 is then flush with an upper edge of the side wall 103.2.
[0070] Figure 2Figure 101 shows the penetration 101 in an installed position. A trench 1021 has been excavated in the ground 1020. The foundation slab will later be poured and the building erected above this trench. The penetration 101 is positioned at a height using a mounting device 1022, in this case a height-adjustable ground spike, such that the upper end of the base 103 coincides with the top edge 1023 of the subsequently poured foundation slab. A protective pipe 1024 (one of which is sketched) is connected to each of the casing pipes 102. The protective pipes 1024 run in the trench 1021 to a connection point at the road.
[0071] After the trench 1021 has been filled (and is therefore shown with dashed lines), a surface seal 1025 is attached to the retaining part 106, which then rests on a fill 26 (the base plate is poured on top of this).
[0072] Figure 3Figure 1030 shows a schematic representation of the situation after the concrete base slab 1030 has been poured. The base body 103 is flush with the top edge 1023 of the base slab 1030. A floor structure 1031 (screed, etc.) is then constructed on top of it. To keep a cavity 1032 above the casing pipes clear, particularly during the pouring of the screed, a formwork element 1035 is provided. In this case, the flush-cast cover part 107 is removed from the cavity 108 and replaced by a taller foam body (this forms the formwork element 1035). Alternatively, a [missing information - likely a specific element] could also be attached to the side wall 103.2.
[0073] Foam strips are glued to the inner wall surface in the case of flush-mounted installation (and also to the outer wall surface in the case of installation with an overhang). In another variant, not shown, the cover part 107 could already be designed with a corresponding height, meaning that the cover part 107 could then also be used as a formwork element 1035. When constructing the floor assembly 1031, the cavity 1032 is kept clear, and the casing pipes 102 are accessible from above after removing the formwork element 1035.
[0074] Figure 4 The diagram shows the penetration 101 from a slightly oblique angle above, without formwork element 1035 or cover part 107. From above, the view then shows the Figure 5The mounting attachment 50 shown is inserted. This attachment has a flange plate 1051 to which downwardly extending pipe stubs 1052 are arranged. Each pipe stub 1052 is inserted into a respective casing pipe 102 and sealed against it with a gasket (not shown). The flange plate 1051 rests on the upper edge 1032 of the floor assembly 1031. The actual pipe 1053 can then be laid through each of the four pipe systems (consisting of casing pipe, pipe stubs, and protective pipe) and sealed against the mounting attachment 1050.
[0075] Figure 6 Figure 1 shows a detailed view of the upper end of a casing pipe 102 in an axial section. This illustrates in particular the seal 104, which has an inwardly projecting sealing lip 104.1. Figure 6This is shown in the unloaded state; neither the cover plate 107 is in place nor is a pipe fitting 1052 inserted. In the unloaded state, the sealing lip 104.1 extends not only inwards but also slightly diagonally upwards. As a result, it can reliably seal against the cover part 107 or the formwork element 1035.
[0076] When the pipe fitting 1052 of the mounting attachment 1050 is inserted, the sealing lip 104.1 is folded downwards, and it then lies between the pipe fitting 1052 and the outer casing pipe 102. In this position, the pipes 102 and 1052 block any movement of the sealing lip 104.1 back into its original shape when unloaded, so that it seals reliably even with pressure fluctuations in the pipes 102 and 1052.
Claims
1. Use of a feed-through (101) for casting into a floor slab (1030) and passing through a line, which feed-through (101) has a casing tube (102) and a base body (103) being arranged at an upper end of the casing tube (102), wherein the base body (103) has a floor part (103.1) and a side wall (103.2) and thus forms a cavity (108) at the upper end of the casing tube (102), wherein the casing tube (102) and the base body (103) are cast into the floor slab (1030) such that the side wall (103.2) protrudes with respect to an upper edge (1023) of the floor slab (1030) by at most 5 cm, and wherein after casting the floor slab (1030) a floor structure (1031) is created thereon, wherein a cavity is kept free at the upper end of the casing tube (102), and wherein after casting of the floor slab (1030) the line is laid through the casing tube (102), wherein a pipe stub (1052) of a mounting attachment (1050) extends the casing tube (102) in an upward direction, and wherein the mounting attachment (1050), whose pipe stub (1052) sits on the casing tube (102) when the feed-through (101) is completely mounted in the floor structure (1031), is already cast together with the base body (103).
2. Use according to claim 1, in which the base body (103) is cast into the floor slab (1030) flush with the upper edge (1023) thereof.
3. Use according to claim 1 or 2, in which the pipe stub (1052) of the mounting attachment (1050) is inserted into the casing tube (102) when the base body (103) is cast.
4. Use according to claim 3, in which the pipe stub (1052) of the mounting attachment (1050), when the base body (103) is cast, is inserted into the casing tube (102) to such an extent that a flange plate (1051) of the mounting attachment (1050) is arranged in the cavity (108) of the base body (103).
5. Use according to claim 4, in which the flange plate (1051) of the mounting attachment (1050) is completely accommodated in the cavity of the base body (103) when the base body (103) is cast.
6. Use according to claim 5 in conjunction with claim 2, in which the base body (103) together with the flange plate (1051) is cast into the floor slab (1030) flush with the floor.
7. Use according to one of the preceding claims, in which the mounting attachment (1050) is pulled out a distance upwards after casting into the floor slab (1030) and before the floor structure is created.
8. Use according to claim 7, in which the mounting attachment (1050) is adjusted to the height of the finished floor structure (1031) during pulling out.
9. Use according to one of the preceding claims, in which the feed-through (101) has a cover element (107) which covers the cavity (108) formed by the base body (103) in an upward direction during casting into the floor slab (1030).
10. Use according to one of the preceding claims, in which a flange is provided on the base body (103), which flange lies flush with the upper edge (1023) thereof after the base body (103) is cast into the floor slab (1030), wherein a surface seal is applied on the floor slab (1030) and joined to the flange before the floor structure (1031) is created.
11. Use according to one of the preceding claims, in which the feed-through (101) has a plurality of casing tubes (102) which are arranged on the base body (103), wherein a holding part (106) is additionally arranged below the base body (103), which holding part holds the casing tubes (102) in a relative position with respect to one another.
12. Use according to claim 11, in which the holding part (106) is sealed with respect to the casing tubes (102).
13. Use according to claim 11 or 12, in which the holding part (106) rests on a bed on the ground before the floor slab (1030) is cast, wherein a surface seal is applied on the bed and joined to the holding part (106) before the floor slab (1030) is cast.
14. Method for producing a floor slab (1030) with a floor structure (1031) thereon, using a feed-through (101) which has a casing tube (102) and a base body (103) being arranged at an upper end of the casing tube (102), wherein the base body (103) has a floor part (103.1) and a side wall (103.2) and thus forms a cavity (108) at the upper end of the casing tube (102), wherein the casing tube (102) and the base body (103) are cast into the floor slab (1030) such that the side wall (103.2) protrudes with respect to an upper edge (1023) of the floor slab (1030) by at most 5 cm, and wherein after casting the floor slab (1030) the floor structure (1031) is created thereon, wherein a cavity is kept free at the upper end of the casing tube (102), and wherein after casting of the floor slab (1030) a line is laid through the casing tube (102), wherein a pipe stub (1052) of a mounting attachment (1050) extends the casing tube (102) in an upward direction, and wherein the mounting attachment (1050), whose pipe stub (1052) sits on the casing tube (102) when the feed-through (101) is completely mounted in the floor structure (1031), is already cast together with the base body (103).
15. Method according to claim 14 using a feed-through (101) according to one of claims 2 to 13.