WO2013064246A2 - Procédé pour système de protection de joints en plusieurs étapes pour des éléments de paroi composés d'éléments préfabriqués en béton - Google Patents

Procédé pour système de protection de joints en plusieurs étapes pour des éléments de paroi composés d'éléments préfabriqués en béton Download PDF

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Publication number
WO2013064246A2
WO2013064246A2 PCT/EP2012/004549 EP2012004549W WO2013064246A2 WO 2013064246 A2 WO2013064246 A2 WO 2013064246A2 EP 2012004549 W EP2012004549 W EP 2012004549W WO 2013064246 A2 WO2013064246 A2 WO 2013064246A2
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WO
WIPO (PCT)
Prior art keywords
joint protection
profile
joint
wall elements
wedge
Prior art date
Application number
PCT/EP2012/004549
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German (de)
English (en)
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WO2013064246A3 (fr
WO2013064246A4 (fr
Inventor
Wilhelm Wohlsecker
Original Assignee
Wilhelm Wohlsecker
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wilhelm Wohlsecker filed Critical Wilhelm Wohlsecker
Publication of WO2013064246A2 publication Critical patent/WO2013064246A2/fr
Publication of WO2013064246A3 publication Critical patent/WO2013064246A3/fr
Publication of WO2013064246A4 publication Critical patent/WO2013064246A4/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6801—Fillings therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers

Definitions

  • the present invention relates to a method for a multi-stage joint protection system for wall elements made of precast concrete, as double wall elements or solid wall elements, being formed on the protected, filled butt joints to the outside a joint-specific sealing strip profile with a sealing and adhesive or plastic mass, the outside of a Joint protection profile protected with upstream moisture barriers and finally surrounded by a joint protection profile.
  • double wall elements For the production of basement walls made of precast concrete elements, in addition to solid wall elements, mainly double wall elements are used today.
  • the double wall elements or solid wall elements with the lower horizontal narrow sides are placed on a floor slab or a foundation, and the lateral vertical narrow sides are respectively connected to other narrow sides of other double wall elements or solid wall elements.
  • vertical and horizontal butt joints are created at these junctions, which are filled.
  • a weak point here is that water can penetrate into the building and into the basement walls at the filled butt joints of the double wall elements or solid wall elements. Pressing and not pressing water can cause considerable damage in the walls of cellars. In addition, damp cellar walls cause further unwanted effects, such as mildew or excessive humidity in the basement, which are increasingly used as a living room.
  • the object of the present invention is therefore to provide not only a joint sealing method for wall elements made of precast concrete parts, especially for cellars made of double wall elements and / or solid wall elements, but a method for a comprehensive joint protection system, which are the weak points of the hitherto used Method for joint sealing of basements made of wall elements fixes.
  • the joints should already be sealed to the outside of the wall elements.
  • the process should be safe and easy to use, so that it can be carried out by the construction workers on site with little labor and expense without special knowledge.
  • the method should also be used as a single method for both double wall elements and solid wall elements.
  • a joint-specific sealing strip profile is formed directly on the joint to be protected and filled, which is formed with a joint protection profile and which is cast on the butt joint. Any unevenness or deviations on the surface of the joint filling are compensated by the joint-specific shaped sealing strip profile. This also ensures that no moisture trapping on the butt joint is possible.
  • the sealing strip profiles are shaped in such a way that they overlap the adjacent wall element and the bottom plate seamlessly on both sides of the butt joint. This ensures that even on the flanks of the butt joints moisture can not penetrate.
  • the side strips of the joint protection profiles provide upstream protection for the underlying butt joint, with the adjacent sealing strip profile.
  • the joint protection profile also protects the joint-specific shaped sealing strip profile with a sturdy elastic plastic cover. This ensures that the formed on the joint sealing strip profile is damaged in the refilling of the excavation and the associated compaction work of the earth, not of contained stone material, wood parts or other objects. For most of the construction projects, this two-stage joint protection is sufficient.
  • an upstream joint protection casing profile is attached to the joint protection profile, with wedge-shaped moisture barriers being formed on both sides of the joint protection profile encased thereby by an applied sealing and adhesive compound or plastic compound.
  • the additional joint protection casing is advantageous for land that are heavily laden with moisture, such as groundwater.
  • a multi-stage joint protection system is formed in three stages for securing the joints of the double wall elements or solid wall elements.
  • the multi-level joint protection system for wall elements made of precast concrete elements is realized by the following steps:
  • Sealing strips in the thickness can also be made variable.
  • the width of the recess should be greater than the width of the butt joint, to which the joint protection profile is applied, whereby the butt joint is covered overlapping.
  • the wedge-shaped depressions also cause that when pressing the joint protection profile, even with very strong pressure, still sufficient sealant and adhesive or plastic mass remains in the wedge-shaped recesses to form the upstream wedge-shaped moisture barriers.
  • the joint protection profile is provided that reduces the strength of the profile to the outside. This ensures that there are only small step heights when applying insulation boards and other coverings.
  • the same joint protection profile can be used for the vertukalen and horizontal joints.
  • the joint protection profile with the centering of the bending notch is particularly suitable for the butt joints on the outwardly projecting floor panels, such as for prefabricated cellar.
  • this joint protection profile can be bent in the middle, with the help of the bending notch and angular, with support to the bottom plate, wherein previously caterpillar sealant and adhesive or plastic compound is applied to both sides of the filled butt joint.
  • an angular sealing strip profile is formed directly on the butt joint, which extends symmetrically to the bottom plate and the wall side in the same width and is applied by casting. This also unevenness of the bottom plate are filled and formed at the critical sealing point to the bottom plate particularly safe angular sealing strip profiles joint-specific.
  • the sealing elements on the protruding bottom plate are particularly at risk when refilling the excavation, because here the filling material, which also contains stones, from the top of the unprotected sealing strip material strikes and thus easily damage to the unprotected sealing strip to the bottom plate may arise.
  • the strong band-shaped joint protection profile made of elastic plastic protects the underlying sealing strip profile against such damage.
  • the joint protection profile with the bending notch can be used as a uniform profile for both vertical and horizontal butt joints and also for overhanging floor slabs.
  • the recess is formed wedge-shaped reinforcing down.
  • the width of the bearing surface of the molded sealing strip profile is widened to the bottom plate.
  • the recess for this joint protection profile for the floor-wall joint is open down to the bottom plate.
  • the introduced sealing and adhesive mass or plastic compound for the trainees sealing strip profile can be clinging directly to the top of the bottom plate.
  • the critical floor-wall joint is thus seamlessly sealed with the sealing strip profile of the applied sealing and adhesive compound or plastic compound.
  • the sealing strip is selectively widened on the support to the base plate and not the entire sealing strip profile must be formed stronger, but only selectively to the support to the bottom plate.
  • the downwardly open wedge-shaped recess in the angular joint protection profile also allows, depending on the quantity order of the sealant and adhesive or plastic compound, a variable strength in the formation of the wedge-shaped sealing strip profile to the floor-wall joint.
  • a variable strength in the formation of the wedge-shaped sealing strip profile to the floor-wall joint is not the entire sealing strip profile must be formed stronger, but only wedge-shaped on the support to the bottom plate.
  • the resting on the protruding bottom plate part of the joint protection profile can be variably designed in its width and thickness.
  • a wedge-shaped in the recess spacers causes the sealing strip profile is formed at the butt joint to the bottom plate in a minimum thickness.
  • the joint protection profile is another step in the multi-level joint protection system. It is advantageous for land that is heavily laden with moisture, such as groundwater.
  • the Strip-shaped joint protection profile is applied floating and attached only to the adjacent locations to the precast concrete elements and the bottom plate. It thus remains movable in relation to the underlying joint protection profile in the event of external influences. With the wedge-shaped moisture barriers, which are formed on the outer sides of the joint protection casing profile, the third stage of the joint protection system is formed.
  • the sealing strip profile is formed directly on both sides of the butt joint to be protected, which is cast on the outside Ite the butt joint to be protected rests, and wherein the sealing strip profile is variably framed by variable design of the recess of Fugentikprofiie in shape and thickness, and wherein the recess for the sealing strip enlargement wedge on
  • a sealing and adhesive or plastic compound is used, which is suitable for the material coming from Fugenschutzprofiie elastic plastic and suitable for precast concrete elements in underground installation, such as a soft elastic MS polymer.
  • This sealant and adhesive or plastic compound has the advantage that it adheres directly to the concrete and joint surface and thus easily by pressing the joint protection profile, the sealing strips are formed directly on the joint. With this method it is not necessary, as with other sealing methods, to distribute the adhesive in a time-consuming way evenly with a toothed spatula.
  • the applied sealing and adhesive mass or plastic compound is applied for example with a compressed air press or a battery press device.
  • a compressed air press or a battery press device depending on the thickness of the nozzle, first about one to two caterpillar stripes of sealing and adhesive or plastic compound applied to the joint to be protected and a smaller strip on both sides of this joint.
  • the joint protection profile is pressed onto the joint to be protected towards the middle with a hand roller.
  • the applied sealant and adhesive mass or plastic compound is pressed into the recess of the joint protection profile and distributed simultaneously over the entire surface of the joint. It is in this Andrückvorgang with the applied sealant and adhesive or plastic compound in the center of the recess of the joint protection profile
  • Sealing strip profile formed, which snugly conforms to the protected and filled butt joint and the entire butt joint evenly and completely covers and additionally bridging the edge regions of the adjacent wall element and the adjacent region of the bottom plate.
  • the sealing strip enlargement wedge is achieved that with only a small amount of material, the sealing strip is selectively widened on the support to the base plate and not the entire sealing strip profile must be formed stronger, but only selectively on the support to the bottom plate.
  • wedge-shaped moisture barriers on both sides of the protected, filled butt joint which is carried out within the wedge-shaped recesses on the outer sides of the joint protection profiles, carried out by strip-like application of a sealant and adhesive or plastic compound on both sides of the joints to be protected double wall elements or solid walls Lemente and the subsequent pressing of the joint protection profiles on both sides to the outside of the filled butt joints of the double wall elements or solid wall elements.
  • the sealing compound and adhesive mass or plastic compound applied laterally in the form of a strip is pressed into the wedge-shaped recesses.
  • the wedge-shaped moisture barriers are formed on both sides of the butt joint to be sealed. The advantage here is that the mass does not have to be evenly distributed with a toothed spatula.
  • the sealing and adhesive mass or plastic compound applied in strips laterally in the joint protection profile is pressed into the wedge-shaped depressions of the joint protection casing profile.
  • the wedge-shaped moisture barriers of the joint protection casing profile are formed on both sides of the joint protection profile in front of the butt joint to be sealed. The advantage here is that the mass does not have to be evenly distributed with a toothed spatula.
  • the system can also be used for joint protection for containers made of precast concrete or for joint protection of the floor-wall joint for monolithic containers made of in-situ concrete.
  • FIG. 1 shows the joint protection profile for the vertical butt joint, with a recess arranged in the middle, before application to a butt joint of two wall elements, with a caterpillar-shaped application of a sealing and adhesive mass or plastic compound, in a horizontal section,
  • Fig. 4 shows the angular joint protection profile for the horizontal butt joint, with a arranged to the outside and wedge-shaped recess, before applying to a horizontal butt joint between a wall elements and the bottom plate, with caterpillar application of a sealing and adhesive or plastic compound, in a vertical section .
  • Fig. 5 shows the angular joint protection profile for the horizontal butt joint, after pressing on a butt joint between a wall elements and the protruding bottom plate, with a formed by the recess sealing strip for the butt joint and distribution of the remaining applied sealing and adhesive or plastic mass in the wedge-shaped Depressions of the joint protection profile, in a vertical section,
  • Fig. 7 the band-shaped joint protection profile for attachment to the horizontal butt joint with protruding bottom plate, with a running in the middle of the recess bending notch with both sides extending spacers before applying to a horizontal butt joint between a wall elements and the protruding bottom plate, with caterpillar-shaped order a seal and adhesive mass or plastic compound, in a vertical section,
  • the band-shaped joint protection profile for the horizontal butt joint from Fig. 7, after bending and pressing on a butt joint between a wall elements and the protruding bottom plate, formed with a formed by the recess, angular sealing strip profile for the butt joint and with distribution of the rest Sealant and adhesive or plastic compound in the wedge-shaped depressions of the joint protection profile, in a vertical section,
  • Fig. 10 shows the angular joint protection profile of Fig. 5, for the horizontal butt joint, after pressing on a butt joint between a wall elements and the protruding bottom plate, wherein the resting on the bottom plate back strip of the joint protection profile has been formed wider, in a vertical section.
  • FIG. 11 shows the band-shaped joint protection profile for attachment to the vertical butt joint, with a running in the middle of the recess bending notch with both sides extending spacer before applying to a vertical joint between two wall elements, with caterpillar application of a sealing and adhesive mass or plastic mass, in a horizontal section,
  • FIG. 13 shows the band-shaped joint protection profile for forming a combined groove-sealing strip profile, before application to a horizontal butt joint between a wall elements and a protruding bottom plate, with additional application of a sealing and adhesive mass or plastic mass for the trainee groove, in a vertical section,
  • a band-shaped joint protection profile 6 is shown, which is here for a vertical butt joint 5, provided with a center to the recess 7.
  • wedge-shaped depressions 8 are formed, which extend parallel to the recess 7 in parallel. With the parallel arrangement of the wedge-shaped depressions 8 to the recess 7, this results in the application of the sealant and adhesive or plastic compound 10, as shown in FIG. 2, laterally to the butt joints 5 more continuous wedge-shaped strips 12, the moisture barrier 12 for the underlying butt joint 5 act.
  • Fig. 1 it is also shown how the sealing and adhesive mass or plastic compound 10 is applied in a caterpillar shape on and adjacent to the vertical butt joint 5 to be protected before attaching the joint protection profile 6.
  • Fig. 2 it is shown how after pressing the joint protection profile 6 on the vertical joint 5 of two wall elements 1, 1 a, from the applied sealing and adhesive or Kunststoffma- sse 10 and with the aid of the recess 7 of the joint protection profile 6 a sealing strip profile 11 for the butt joint 5 is formed.
  • This sealing strip profile 11 is formed exactly for the butt joint 5 to be protected and nestles completely against the outside of the butt joint 5. Thus, there can be no rear leg in the butt joint 5.
  • the joint-specific shaped sealing strip profile 11 covers not only the vertical butt joint 5, but still extends on both sides to the broad side 3 of the adjacent wall elements 1, 1 a. This strip-shaped overlap ensures that moisture can not penetrate over the flank sides 2 of the vertical butt joints 5.
  • Fig. 2 is also shown how the applied sealant and adhesive or plastic compound 10 on the outer surfaces of the joint protection profile 6, which bear against the outside of the wall elements 1, 1 a, was pressed into the wedge-shaped depressions 8 formed here and thus the wedge-shaped moisture barriers 12 were formed. With the parallel arrangement of the wedge-shaped depressions 8 to the recess 7, this results laterally to the vertical joints 5 more continuous wedge-shaped moisture barriers 12 from the sealing and adhesive or plastic compound 10, which act as additional moisture barrier 12 for the underlying butt joint 5.
  • joint protection casing profile 13 shows the joint protection profile 6 for the vertical butt joint 5 of FIG. 2 with an additional joint protection casing profile 13.
  • the joint protection casing profile 13 is a further stage in the multi-level joint protection system. It is advantageous for land that is heavily laden with moisture, such as groundwater.
  • the band-shaped joint protection casing profile 13 is applied floating on the joint protection profile 6.
  • 10 vertical moisture barriers 12 are formed at the adjacent locations to the precast concrete parts 1, 1a with sealing and adhesive or plastic mass.
  • the joint protection casing profile 13 thus remains movable with respect to the underlying joint protection profile 6 in the event of external influences.
  • an angle-shaped joint protection profile 6a is shown, for the horizontal butt joint 5a, with a recess 7a arranged to the outside.
  • the joint protection profile 6a for the horizontal butt joint 5a in Fig. 4 differs from the joint protection profile 6 in Fig. 1, especially in that the recess 7a, which is arranged on the angular outer side of the joint protection profile 6a, the narrow side to the outside. Since the recess 7a is thus open down to the protruding bottom plate 4, the introduced sealing and adhesive mass or plastic compound 10 can completely conform to the top of the protruding bottom plate 4. The critical floor-wall joint 5a is thus completely sealed with the applied sealing and adhesive or plastic compound 10.
  • the angle-shaped joint protection profile 6a for the horizontal butt joint 5a receives to the bottom side at the back a strip-shaped extension 9, which is angularly reinforced and rests on the protruding bottom plate 4.
  • the joint protection profile 6a is reinforced to the bottom plate 4 out.
  • Fig. 4 is also shown how the sealing and adhesive mass or plastic compound 10 before applying the joint protection profile 6a caterpillar on and next to the joint to be protected 5a, was applied to the broad side 3 of the wall element 1, 1a and on the bottom plate 4.
  • Fig. 5 is shown how after pressing the joint protection profile 6a on the horizontal butt joint 5a between a wall element 1, 1a and the protruding bottom plate 4, from the applied sealing and adhesive or plastic compound 10 and with the aid of the recess 7a of the joint protection profile 6a a sealing strip profile 11a is formed for the butt joint 5a, which is adapted to the particular requirements of the critical floor-wall joint 5a.
  • This sealing strip profile 11a is formed exactly for the butt joint 5a to be protected and fits snugly against the outside of the butt joint 5a.
  • the shaped sealing strip enlarging wedge 15 enlarges the bearing surface of the sealing strip profile 6 a, on the surface of the protruding bottom plate 4.
  • Fig. 5 and Fig. 10 is also shown how the applied sealant and adhesive or plastic compound 10 on the outer surfaces of the joint protection profile 6 a, which bear against the outer side 3 of the wall element 1, 1 a and the protruding bottom plate 4, in the here formed wedge-shaped recesses 8 has been pressed and hereby the wedge-shaped moisture barriers 12a have been formed, which act as additional moisture barriers 12a for the adjacent butt joint 5a.
  • the angle-shaped Fugensch utzprofil 6a is particularly suitable for butt joints 5a with protruding bottom plates 4, in which the bottom plate 4 projects only slightly and thus only a narrow support surface for the joint protection profile 6a is present.
  • the part of the joint protection profile 6a that is variable in its width and rests on the base plate 4 can be increased in its width, as shown in FIG.
  • FIG. 6 shows the angular joint protection profile 6a for the horizontal butt joint 5a of FIG. 5 with an additional joint protection profile 13a, similar to that shown in FIG.
  • the joint protection profile 13a is another step in the multi-level joint protection system. It is advantageous for land that is heavily contaminated with moisture, such as groundwater.
  • the strip-shaped joint protection profile 13a is applied floating on the joint protection profile 6a. At the adjoining points to the precast concrete parts 1, 1a and the protruding bottom plate 4 vertical moisture barriers 12a of the sealing and adhesive or plastic compound 10 are formed.
  • the joint protection jacket profile 13a thus remains movable with respect to the underlying joint protection profile 6a in the event of external influences.
  • a band-shaped joint protection profile 6b is shown, which is suitable for both vertical and horizontal butt joints 5a with protruding bottom plate 4.
  • the joint protection profile 6b is shaped similar to the joint protection profile 6 of FIG. 1 and differs from the joint protection profile 6 of FIG. 1 in that a bending notch 16 is formed towards the center of the recess of the joint protection profile 6b.
  • the joint protection profile 6b is bent over at the bending notch 16, wherein the bending notch 16 is designed for an angle of at least 90 degrees.
  • Wedge-shaped spacers are mounted parallel to the bending notch 16 so that the sealing strip profile to be formed receives the required minimum thickness.
  • Fig. 7 is also shown how the sealing and adhesive mass or plastic compound 10 before attaching the joint protection profile 6a caterpillar on and next to the joint to be protected 5a, on the broad side 3 of the wall element 1, 1a and on the bottom plate 4 is applied.
  • Fig. 8 it is shown how after pressing the angularly bent joint protection profile 6b on the horizontal butt joint 5a between a wall element 1, 1a and the protruding bottom plate 4, from the applied sealing and adhesive or plastic compound 10 and with the aid of the recess 7b of Joint protection profile 6b a sealing strip profile 11b is formed for the butt joint 5a, which is tailored to the particular requirements of the critical floor-wall joint 5a.
  • This angle-shaped sealing strip profile 11b is formed precisely for the butt joint 5a to be protected in the case of protruding bottom plates 4 and fits snugly against the outside of the butt joint 5a and onto the protruding bottom plate. Thus there can be no moisture trailing in this butt joint 5a.
  • Fig. 8 is also shown how the applied sealant and adhesive or plastic compound 10 on the outer surfaces of the joint protection profile 6b, which bear against the outer side 3 of the wall element 1, 1a and the bottom plate 4, was pressed into the wedge-shaped depressions 8 formed here and thus the wedge-shaped moisture barriers 12a have been formed.
  • the parallel arrangement of the wedge-shaped depressions 8 to the recess 7b thus results laterally to the butt joints 5a, on the wall element 1, 1a and the bottom plate 4, several continuous wedge-shaped strips of the sealing and adhesive or plastic mass 10, as additional moisture barriers 12a act for the adjacent butt joint 5a.
  • Fig. 12 it is shown how the band-shaped joint protection profile 6b of FIG. 11, similar to FIG. 2, is applied to the vertical joint 5.
  • the band-shaped joint protection profile 6b of FIG. 11 can be used when the wall elements are to be sealed wider at the joint side to the joint, such as against water penetration on the wall elements laterally of the butt joint.
  • Fig. 9 shows the angularly mounted joint protection profile 6b for the horizontal butt joint 5a, of Fig. 8 with an additionally provided for this purpose joint protection casing profile 13b.
  • the joint protection profile 13b is another step in the multi-level joint protection system. It is advantageous for land that is heavily laden with moisture, such as groundwater.
  • the joint protection casing profile 13b is applied in a similar manner as the joint protection casing profile 13a in FIG. 6.
  • Fig. 10 shows the angular joint protection profile 6 a, which is shown in Fig. 4, for the horizontal butt joint 5 a, with an outwardly disposed recess 7 a, which is arranged to the angular outer side of the joint protection profile 6 a and the narrow side to the outside, wherein the on of the projecting part of the joint protection profile 6a in its width was increased.
  • the variable width in its width, resting on the bottom plate 4 part of the joint protection profile 6a can be increased in width.
  • Fig. 13 shows the band-shaped joint protection profile 6b, which is used to form a combined groove-sealing strip profile 11c.
  • a combined groove-sealing strip profile 11c For this purpose, at the butt joint 5a of the protruding bottom plate 4 an additional amount of sealing and adhesive or plastic mass 10 is applied caterpillar.
  • Fig. 14 shows how with the pressing of the band-shaped joint protection profile 6b, the combined groove profile strip 11c was formed, which is covered by the band-shaped joint protection profile 6b and thus the groove on the joint 5a of the protruding bottom plate 4 is formed.
  • Fig. 15 shows the band-shaped joint protection profile 6b of Fig. 7, for attachment to the horizontal butt joint 5a protruding bottom plate 4, with a running in the middle of the recess 7b bending notch 16, wherein the entire recess 7b with wedge-shaped, parallel spacers 17th is provided, which extend continuously over the entire recess 7b.
  • the multi-level joint protection system can be used variably and in stages, depending on project-specific requirements.
  • the sealing strip profiles 11, 11a, 11b are formed so that they overlap on both sides of the butt joint 5, 5a nor the adjacent wall element 1, 1a and the bottom plate 4 seamlessly. This also ensures that moisture can not penetrate the flanks 2, 2a of the butt joints 5, 5a.
  • the side strips of the joint protection profiles 6, 6a, 6b, with the wedge-shaped recesses 8, with which moisture barriers 12a are formed by introduced sealing and adhesive mass or plastic compound 10, provide an upstream protection for the butt joint 5 lying behind , 5a.
  • the joint protection profile 6, 6a, 6b protects the joint specifically formed sealing strip profile 11, 11a, 11b, or the combined fillet sealing strip profile 11c with a strong, elastic plastic sheath. This also ensures that formed on the butt joint 5, 5a sealing strip profile 11, 11 a, 11 b, or the combined groove profile strip 11c in the refilling of the excavation and the associated compaction work of the earth, not of contained stone material, wood parts or other objects is damaged.
  • an upstream joint protection casing profile 13, 13a, 13b is applied to the joint protection profile 6, 6a, 6b, whereby wedge-shaped moisture barriers 12a are formed on both sides of the coated joint protection profile 6, 6a, 6b.
  • the additional joint protection jacket 13, 13a, 13b is advantageous for land that is heavily contaminated with moisture, such as groundwater.
  • a three-stage joint protection is formed for the butt joints 5, 5a of the double wall elements or solid wall elements 1, 1a.
  • the special shape of the joint protection profiles (6, 6a, 6b) allows this can be easily pressed during assembly and thus the strip-like applied sealant and adhesive or plastic compound 10 does not have to be evenly distributed with a toothed spatula.
  • the simple operation of this method requires at most 50% of the workload compared to the previously known methods and also allows that construction workers without special knowledge can perform this method.
  • the multi-stage joint protection system allows the protection of the joints 5, 5a of double wall elements 1 or solid wall elements 1a, especially for cellars, safe, cost effective and reliable against water, soil moisture and mechanical damage.

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  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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Abstract

Selon les procédés connus de protection de joints d'éléments préfabriqués en béton conçus comme éléments de paroi double ou éléments de paroi en dur, seuls des composants de protection de joints en une étape sont employés, de façon multiple en tant que minces bandes d'étanchéité collées par l'extérieur sur les joints vifs. Selon le procédé pour un système de protection de joints en plusieurs étapes pour des éléments de paroi (1, 1a) composés d'éléments préfabriqués en béton, la première étape consiste à mouler un profilé de bande d'étanchéité (11, 11a, 11b) directement sur le joint vif (5, 5a), celui-ci étant réalisé avec un profilé de protection de joints (6, 6a, 6b) et étant moulé jointif sur le joint vif (5, 5a) de façon à le chevaucher. Dans la deuxième étape, les profilés de protection de joints (6, 6a, 6b) forment, avec les barrières contre l'humidité (12) moulées en forme de clavette sur les bandes latérales, une protection amont pour le joint vif (5, 5a) situé en dessous. Le profilé de protection de joints (6, 6a, 6b) protège en plus le profilé de bande d'étanchéité (11, 11a, 11b) moulé de façon spécifique aux joints, au moyen d'une enveloppe plastique élastique solide. Dans la troisième étape, un profilé de surface de protection de joints (13, 13a, 13b) amont est appliqué sur le profilé de protection de joints (6, 6a, 6b), des barrières contre l'humidité (12) en forme de clavette étant créées des deux côtés du profilé de protection de joints (6, 6a, 6b) entouré de celles-ci. Le profilé de surface de protection de joints (13, 13a, 13b) est avantageux pour des terrains fortement exposés à l'humidité, par exemple aux nappes phréatiques. Ainsi, une protection de joints en trois étapes est créée pour les joints vifs (5, 5a) des éléments de paroi double ou des éléments de paroi en dur (1, 1a). L'invention permet une protection en plusieurs étapes des joints vifs (5, 5a) d'éléments préfabriqués en béton conçus comme éléments de paroi double (1) ou éléments de paroi en dur (1a), sûre, économique et fiable contre l'humidité du sol, notamment contre les nappes phréatiques et les effets mécaniques. Le procédé est notamment destiné à des caves et peut également être employé pour la protection de joints d'autres parties d'immeubles souterraines et pour des contenants composés d'éléments préfabriqués en béton.
PCT/EP2012/004549 2011-11-03 2012-10-31 Procédé pour système de protection de joints en plusieurs étapes pour des éléments de paroi composés d'éléments préfabriqués en béton WO2013064246A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE201110117555 DE102011117555A1 (de) 2011-11-03 2011-11-03 Verfahren für mehrstufiges Fugenschutzsystem für Wandelemente aus Betonfertigteilen
DE102011117555.9 2011-11-03

Publications (3)

Publication Number Publication Date
WO2013064246A2 true WO2013064246A2 (fr) 2013-05-10
WO2013064246A3 WO2013064246A3 (fr) 2013-06-27
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DE202012012893U1 (de) 2011-11-03 2014-02-20 Wilhelm Wohlsecker Fugenschutzprofil für Wandelemente aus Betonfertigteilen
CN106088162A (zh) * 2016-07-29 2016-11-09 中国十七冶集团有限公司 一种地下室外墙后浇带保护结构
CN106978823A (zh) * 2017-05-31 2017-07-25 中国二十冶集团有限公司 地下室外墙超前止水后浇带施工方法
CN107338815A (zh) * 2017-09-05 2017-11-10 中国二十冶集团有限公司 地下工程侧墙后浇带综合防水施工方法
CN111764520A (zh) * 2020-06-30 2020-10-13 北新绿色住宅有限公司 一种纤维水泥外墙板搭接密封结构
CN112081143A (zh) * 2020-09-03 2020-12-15 江苏凯伦建材股份有限公司 一种顶板变形缝防排结合的防渗漏施工方法
CN116254952A (zh) * 2023-05-15 2023-06-13 海南博峒建筑工程有限公司 一种预制叠合板现浇加固装置及其施工方法

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DE202014010495U1 (de) 2014-03-17 2015-10-23 Wilhelm Wohlsecker Zweistufiges Fugenschutzsystem für wasserundurchlässige Bauwerke
DE202014010959U1 (de) 2014-03-17 2017-01-31 Wilhelm Wohlsecker Zweistufiges Fugenschutzsystem für wasserundurchlässige Bauwerke
WO2020061253A1 (fr) * 2018-09-20 2020-03-26 Tremco Incorporated Agencements de joint d'étanchéité
CN114351904A (zh) * 2022-01-24 2022-04-15 中国建筑第八工程局有限公司 不锈钢板隔断墙与地面的无缝连接节点构造及其施工方法

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DE29519911U1 (de) 1995-12-15 1996-02-01 Contec Bauwerksabdichtungen GmbH, 32130 Enger Dichtung für eine Fuge zwischen zwei Betonwänden
DE20112729U1 (de) 2001-08-06 2002-02-14 Tph Tech Produkte Handelsgmbh Dichtung für eine Fuge zwischen zwei Betonteilen
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202012012893U1 (de) 2011-11-03 2014-02-20 Wilhelm Wohlsecker Fugenschutzprofil für Wandelemente aus Betonfertigteilen
CN106088162A (zh) * 2016-07-29 2016-11-09 中国十七冶集团有限公司 一种地下室外墙后浇带保护结构
CN106978823A (zh) * 2017-05-31 2017-07-25 中国二十冶集团有限公司 地下室外墙超前止水后浇带施工方法
CN107338815A (zh) * 2017-09-05 2017-11-10 中国二十冶集团有限公司 地下工程侧墙后浇带综合防水施工方法
CN111764520A (zh) * 2020-06-30 2020-10-13 北新绿色住宅有限公司 一种纤维水泥外墙板搭接密封结构
CN112081143A (zh) * 2020-09-03 2020-12-15 江苏凯伦建材股份有限公司 一种顶板变形缝防排结合的防渗漏施工方法
CN116254952A (zh) * 2023-05-15 2023-06-13 海南博峒建筑工程有限公司 一种预制叠合板现浇加固装置及其施工方法
CN116254952B (zh) * 2023-05-15 2023-09-29 海南博峒建筑工程有限公司 一种预制叠合板现浇加固装置及其施工方法

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