EP1486626A2 - Elément de cachetage - Google Patents

Elément de cachetage Download PDF

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Publication number
EP1486626A2
EP1486626A2 EP04012592A EP04012592A EP1486626A2 EP 1486626 A2 EP1486626 A2 EP 1486626A2 EP 04012592 A EP04012592 A EP 04012592A EP 04012592 A EP04012592 A EP 04012592A EP 1486626 A2 EP1486626 A2 EP 1486626A2
Authority
EP
European Patent Office
Prior art keywords
joint
elements
sealing
double wall
sealing element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP04012592A
Other languages
German (de)
English (en)
Other versions
EP1486626A3 (fr
Inventor
Hans Kerscher
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PECA Verbundtechnik GmbH
Original Assignee
PECA Verbundtechnik GmbH
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
Priority claimed from EP03013021A external-priority patent/EP1486625A1/fr
Priority claimed from DE20309107U external-priority patent/DE20309107U1/de
Application filed by PECA Verbundtechnik GmbH filed Critical PECA Verbundtechnik GmbH
Priority to EP07003990.4A priority Critical patent/EP1793056B1/fr
Priority to EP04012592A priority patent/EP1486626A3/fr
Publication of EP1486626A2 publication Critical patent/EP1486626A2/fr
Publication of EP1486626A3 publication Critical patent/EP1486626A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B1/6806—Waterstops
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details

Definitions

  • the invention relates to sealing elements for the production of waterproof External walls of rooms embedded in water-bearing soil using concrete double wall elements to be placed on a concrete floor slab.
  • the invention further relates to a concrete double wall element, as well as one embedded in water-bearing soil Room.
  • Another known solution is to use the finished base plate for the construction of the outer walls an inner and outer formwork wall set up in which concrete is poured.
  • this procedure requires in addition to the formwork, a large amount of reinforcement material, to minimize the shrinkage that occurs when the concrete sets.
  • this object is achieved by the sealing element, the concrete double wall element, the space embedded in water-bearing soil and the method of manufacturing waterproof outer walls with solved the features of the independent claims. Training courses are Subject of the dependent claims.
  • a generic sealing element has an elevation support for integration into the concrete floor slab and one of the support beams elongated flat surface held in vertical orientation Joint element, which after setting up and pouring a Double wall element seals the wall-sole joint.
  • the support bracket fixes and stabilizes the position of the joint element.
  • a tilting or other change of position of the Joint element during pouring of the double wall element with in-situ concrete avoided.
  • the sealing element according to the invention can be a ensure controlled and reliable sealing of the wall-sole joint.
  • double wall element understood that from two connected by lattice girders Reinforced concrete shells exist. After assembly, the double wall elements poured in-situ concrete, the elements themselves being formwork serve.
  • double wall elements there are also other names such as Cavity wall, triple wall, element wall, prefabricated wall, double-shell wall, partial prefabricated wall or two-shell prefabricated wall spread.
  • the designation "double wall element” includes all such elements below.
  • the elevation support comprises a plurality of rebars that run along each other the longitudinal direction of the joint element are rigidly connected.
  • the rebar can be welded to a longitudinal bar made of rebar his. This results in a lightweight and stable construction site easy to handle sealing element.
  • the rebar is made in one piece.
  • the rebar has a horizontal Standing area and two essentially vertical support areas, at which they are connected to the joint element, in particular welded are.
  • the support bracket is preferred for laying on a reinforcement layer the concrete floor slab and for complete integration into the floor slab designed and furnished.
  • the joint element is flat Joint plate formed with a substantially rectangular circumference. So designed Sealing element is especially for sealing the joint between one straight wall and a base plate.
  • Jointing element used which is essentially by a kinked joint plate rectangular circumference is formed.
  • the joint plate have two kinks close to each other, each about 135 °, to seal the wall-sole joint in the area of a 90 ° corner joint.
  • the corner angle can also be used instead of two close to each other Kinks can be bridged with just one kink or with more than two kinks.
  • the joint plate is preferably arranged in the elevation support in such a way that after the mounting bracket has been integrated into the base plate is integrated into the base plate with a lower vertical section, and that an upper vertical section for sealing the wall-sole joint protrudes vertically from the base plate.
  • the lower and the upper vertical Partial areas are appropriately the same size, so that just half of the Joint plate is integrated in the concrete floor slab.
  • the joint element is provided with a coating Prevention of water circulation and for gluing with joint elements other sealing elements.
  • the joint element on the water-facing side completely coated and on the water-facing side Be partially coated in a bonding area.
  • the coating is, for example, a butyl rubber coating, a bitumen coating, a plastic modified bitumen coating or a plastic modified coating that reacts with fresh concrete and this creates an excellent connection (bonding) with the concrete, into consideration.
  • Swellable coatings can also be advantageous be used.
  • the joint element In the gluing area, the joint element can be easier Way by printing with overlapping, also coated adhesive areas other joint elements are glued. In addition, you can the overlap joints are secured with butt clamps.
  • the position of the joint element becomes clear when pouring the double wall elements fixed by the guide rails. It is understood that the distance of the two guide rails and the width of the joint element on each other are coordinated to ensure a secure hold.
  • such a sealing element comprises in addition to the elongated one flat joint element and the predetermined crack element attached to it or several braced bent wire brackets, in particular rebar or Smooth steel bracket, for fixing the position of the joint element in the joint area adjoining double wall elements.
  • the joint element not through guide rails of the double wall elements, but fixed by its bracing with one or more wire brackets.
  • the predetermined crack element is advantageously designed such that it does not connect to the in-situ concrete.
  • the predetermined crack element be provided with a plastic coating and is, for example, by a lattice mat with a shrunk-on polyethylene film is formed. The Due to the local weakening of the concrete cross-section, the crack element leads to ensure that the shrinkage cracks that form in the concrete are checked on site of the crack element occur where they are pressed against by the joint plate how non-pressing water is secured.
  • the joint element is used to seal the butt joints between straight walls of the sealing element expediently with a flat joint plate formed essentially rectangular circumference.
  • the joint element is advantageous by kinked joint plate with a substantially rectangular circumference educated.
  • the joint plate can be used to seal a 90 ° corner joint two closely spaced kinks of approximately 135 ° each have, where appropriate, the predetermined crack element between the two Kinking is arranged.
  • the first sealing element come here too different kink angles or training with a different number of kinks into consideration.
  • the joint element intended for the wall-wall joint area completely coated on the water-facing side and on the water-facing side Side in a gluing area for gluing with joint elements other sealing elements may be partially coated.
  • the invention also includes a concrete double wall element with two lattice girders connected concrete shells, in which the lattice girder on opposite Sides are each provided with a vertical guide rail, around the joint element of a sealing element for sealing wall-wall butt joints of the type described.
  • the invention further comprises an embedded in water-bearing soil Room with a concrete floor slab and placed on the floor slab and concrete double wall elements poured with in-situ concrete.
  • the bottom plate has a plurality of first sealing elements described first integrated to seal the wall-sole joint.
  • the joint elements of the first sealing elements overlap each other and are in connected to this overlap area, in particular welded or glued. This can provide a reliable all-round seal of the wall-sole joint.
  • the wall-wall joints are particularly preferably adjacent Double wall elements with the second sealing elements described last sealed for the sealing of wall-wall butt joints.
  • the joint elements the second sealing elements overlap on their underside the joint elements of the first sealing elements and are in the overlap area connected to these, in particular welded or glued.
  • the joint elements the second sealing element can be used for pouring in-situ concrete thereby by double wall elements adjoining one another on lattice girders fixed guide rails or by tensioned wire brackets, in particular Reinforcing steel or smooth steel bracket, be fixed in their position.
  • the joint elements are advantageously in the overlap area with one another connected, in particular welded or glued. It is also appropriate if the mounting supports of the first sealing elements after the Place on the reinforcement layer welded, bound, or be fixed with mounting brackets.
  • the double wall elements are in a first variant with advantage before Set up on opposite sides with a vertical guide rail Mistake. This is preferably done at the manufacturer of the Double wall elements so that they already have integrated guide rails be delivered to the construction site. Alternatively, the guide rails only attached to the lattice girders of the double wall elements on site, in particular welded. Another alternative is the guide rails at the manufacturer of the sealing elements on the lattice girders Double wall elements welded and the lattice girders together with the welded Guide rails delivered to the precast plant. So he can Manufacturer of the sealing elements ensure that the distance of the guide rails corresponds to the width of the joint element to be inserted later.
  • a second sealing element is used of the type described above for sealing the wall-wall butt joint inserted into an exposed guide rail of the double wall element, so that the joint element of the second sealing element on it Underside of the joint element of a first sealing element overlaps. Then it is connected to it in the overlap area, in particular welded or glued.
  • Another double wall element can be set up Guide rail which takes up the free longitudinal edge of the joint element.
  • the joint element is then when the double wall elements are poured out later secured in three positions by support.
  • it becomes on its longitudinal edges from the guide rails of the two adjacent double wall elements held securely in its vertical orientation.
  • the double wall elements have no guide rails on.
  • the position of the vertical joint elements of the second sealing elements is in this variant after the installation of the double wall elements secured by braced wire brackets.
  • the restoring force leads the tensioned wire bracket together with the static friction of the bracket the shells of the double wall elements for a secure hold of the joint elements when pouring the double wall elements with in-situ concrete.
  • the vertical joint elements show due to their material thickness and construction a very high inherent rigidity, so that it only in two places (fixed below by welding or gluing and above by wire bracket) have to be and when pouring the double wall elements with in-situ concrete do not deform.
  • Figure 1 shows a schematic cross-sectional view of a wall-sole joint between a base plate 10 and a double wall element 16 with a sealing element 20 according to an embodiment of the invention.
  • characters 2 and 3 show a sealing element 20 not additionally installed in FIG Side view and under supervision.
  • the sealing element 20 of the embodiment has a 2 mm thick and 250 mm wide joint plate 24, which is supported by a support bracket 22, 26 is held in a vertical orientation.
  • the support bracket contains a plurality of similar rebar 22, which along the Longitudinal direction of the joint plate 24 over two spaced reinforcing steel longitudinal bars 26 are rigidly connected to each other in the foot area.
  • the rebar 22 with the longitudinal rods 26 on the Welded contact points. 2 and 3 each have four brackets 22 are shown, it is understood that depending on the dimensions of the joint plate 24 and the required stability also a smaller or larger one Number of brackets 22 can be used.
  • the reinforcing steel brackets 22 are in one piece executed and have in addition to a horizontal standing area 30 two in Main vertical support areas 32 on which they with the joint plate 24 are welded (reference numeral 28).
  • a plurality are used to produce a water-impermeable outer wall of sealing elements 20 before concreting the floor slab on a lower reinforcement layer 14 of the base plate 10 placed.
  • the sealing elements 20 with their two longitudinal bars 26 with the lower reinforcement layer 14 and in the area of the rebar 22 with a upper reinforcement layer 12 of the base plate 10 welded.
  • An angled sealing element 40 is used for the building corners, as shown in Fig. 4 in supervision.
  • the joint plate 44 and the longitudinal bars 46 of the sealing element 40 have two close to each other Bend 45 and 47, each forming an angle ⁇ of 135 °. It understands that for other corner angles to be reached also other articulation angles ⁇ can be selected.
  • the corner bracket can also be bridged with just one bend become. However, it is particularly in connection with that described below Sealing element for wall-wall corner joints with the design two kinks preferred.
  • the base plate concreted around the support brackets and one lower vertical each Include portion 34 of the joint plates 24, 44 in the base plate 10.
  • the upper vertical portion 36 protrudes in a secure and stable position vertically out of the base plate 10 and stands for sealing the wall-sole joint to disposal.
  • the lower and upper sections 34 and 36 are the same size in the exemplary embodiment and each take half of the Joint sheet width.
  • Adjacent sealing elements 20 or 40 are with such Distance integrated in the base plate that their joint sheets 24 and 24 or 24 and 44 overlap one another and in the overlap area with one another can be welded or glued.
  • the A corresponding coating at least in the overlap area for example a butyl rubber coating, bitumen coating plastic-modified bitumen coating or a plastic-modified Coating that reacts with fresh concrete and is therefore excellent Connection (bonding) with the concrete.
  • bitumen coating plastic-modified bitumen coating or a plastic-modified Coating that reacts with fresh concrete and is therefore excellent Connection (bonding) with the concrete.
  • swellable coatings can also be used.
  • the lap joints can also be secured with a clamp.
  • 40 double wall elements 16 are in the middle of each projecting upper portion 36 of the joint plates 24, 44 set up.
  • Double wall elements are provided with other types of sealing elements, which will now be described with reference to FIGS. 5 to 10.
  • Figure 5 (a) shows a plan view of a double wall element 50 with an inner one Shell 52 and an outer shell 54.
  • the two concrete shells 52 and 54 are interconnected by a lattice girder 56, of which in the figure only the outer edge area is shown.
  • a vertical one Welded guide rail 66 On the lattice girder 56 is a vertical one Welded guide rail 66, which is essentially over the entire height of the double wall element 50 extends.
  • FIG. 5 (a) further shows a joint plate extending in the vertical direction 62, on each of the two main surfaces of which a predetermined crack element 64 is attached is.
  • the joint plate 62, the predetermined crack elements 64 and the guide rails 66 together form a sealing element 60.
  • the joint plate 62 with the crack element 64 is together with one of the two guide rails 66 in FIG. 6 again in a perspective view shown.
  • the predetermined crack element extends 64 along the vertical longitudinal direction and perpendicular to the surface of the joint plate 62. It is coated with a material that after the Pouring does not combine with the in-situ concrete.
  • the predetermined crack element 64 made of two reinforcing steel grids with shrunk-on polyethylene film, those on opposite main surfaces of the joint plate 62 are welded on.
  • the predetermined crack element 64 causes because of the local weakening of the concrete cross-section that those that form after pouring Shrinkage cracks in the concrete occur in a controlled manner at the location of the predetermined crack element 64, where through the joint plate 62 against pressing as well as non-pressing Water are secured.
  • the predetermined crack element as also shown in Fig. 6, also slightly above the lower edge 68 of the joint plate 62 ends.
  • an angled one is used to seal double-wall corner joints Sealing element 70 is provided, which is shown in plan view in FIG. 7.
  • the two abutting double wall elements 80 and 82 are on their lattice girders 86 with guide rails 76 for receiving the joint plate 72 provided.
  • the joint plate 72 has two close to each other Bend 75 and 77 from about 135 ° each, their distance corresponds to that of the kinks 45 and 47 of the cover element 40 underneath, to simply weld the two joint plates 44 and 72 in Allow overlap area.
  • a predetermined crack element 74 is arranged between the two creases 75 and 77, that due to its orientation one from the outside to the inside Defined predetermined crack corner of the outer wall.
  • Double wall elements with secure position of all joint sheets with in-situ concrete be poured out.
  • the sealing elements 20 and 40 for the wall-sole joints and form the sealing elements 60 and 70 for the wall-wall butt joints so together a complete sealing system for double wall outer walls.
  • FIG. 8 shows a perspective view of one with braced Wire clips stabilized sealing element 90 for wall-wall joints, being the sealing element 90 in FIG. 8 (a) from the water-facing side and is shown in Fig. 8 (b) seen from the water-facing side.
  • the Sealing element 90 has a vertically extending joint plate 92 a predetermined crack element 94 attached on both sides. Outside the the water-facing side is the joint plate 92 to prevent the Complete water circulation with a bitumen coating 98 (Fig. 8 (b)).
  • a bitumen coating 96 Fig. 8 (a)
  • the position of the vertical joint plate 92 in the joint area of adjacent double wall elements 50 is made by bracing bent rebar or Smooth steel bracket 100 secured. Due to the chosen material thickness and its Construction, the sealing element 90 has a very high inherent rigidity on. It is therefore sufficient to glue the sealing element 90 in the lower region 96 or weld and fix in the upper area with wire bracket 100, to ensure a stable when pouring the double wall element with in-situ concrete To ensure the position of the joint plate 92 without deformation.
  • Fig. 9 (a) two of the ones shown in Fig. 9 (a) are shown in supervision Wire brackets 100 pressed together at their L-shaped legs 102 and with the protuberance 104, as shown in FIG. 10 (a), over the joint plate 92 pushed.
  • the joint plate 92 is the same as the joint plate in Fig. 10 (a) 114 of Fig. 10 (b) shown in phantom to make it clear of the wire brackets 100 or 110 to take off. Because the untensioned lateral extension of the bracket 100 slightly larger than the distance between the shells of the double wall elements 50 is selected, the joint plate 92 when pouring the double wall elements 50 with in-situ concrete by bracing with the two wire brackets 100 kept stable.
  • a wire bracket can be used to stabilize sealing elements for corner joints 110, as shown in plan in Fig. 9 (b).
  • the two straight legs 112 intersect in the room below an angle of about 50 ° without being connected.
  • the bracket 110 thus strained, as shown in Fig. 10 (b), over a angled joint plate 114 pushed, so creates the restoring force of the Leg 112 a sufficient tension of the wire bracket 110 to the Joint plate 114 during pouring of the double wall elements 80, 82 stabilize with in-situ concrete.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Building Environments (AREA)
EP04012592A 2003-06-10 2004-05-27 Elément de cachetage Withdrawn EP1486626A3 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP07003990.4A EP1793056B1 (fr) 2003-06-10 2004-05-27 Agencement de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant des doubles éléments murés en béton
EP04012592A EP1486626A3 (fr) 2003-06-10 2004-05-27 Elément de cachetage

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
EP03013021A EP1486625A1 (fr) 2003-06-10 2003-06-10 Elément de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant de doubles éléments murés en beton
DE20309107U 2003-06-10
EP03013021 2003-06-10
DE20309107U DE20309107U1 (de) 2003-06-10 2003-06-10 Abdichtelement für die Herstellung wasserundurchlässiger Außenwände bei Beton-Doppelwandelementen
DE202004000715U 2004-01-16
DE202004000715U DE202004000715U1 (de) 2003-06-10 2004-01-16 Abdichtelemente
EP04012592A EP1486626A3 (fr) 2003-06-10 2004-05-27 Elément de cachetage

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP07003990.4A Division EP1793056B1 (fr) 2003-06-10 2004-05-27 Agencement de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant des doubles éléments murés en béton

Publications (2)

Publication Number Publication Date
EP1486626A2 true EP1486626A2 (fr) 2004-12-15
EP1486626A3 EP1486626A3 (fr) 2006-05-10

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Application Number Title Priority Date Filing Date
EP04012592A Withdrawn EP1486626A3 (fr) 2003-06-10 2004-05-27 Elément de cachetage
EP07003990.4A Expired - Lifetime EP1793056B1 (fr) 2003-06-10 2004-05-27 Agencement de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant des doubles éléments murés en béton

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Application Number Title Priority Date Filing Date
EP07003990.4A Expired - Lifetime EP1793056B1 (fr) 2003-06-10 2004-05-27 Agencement de cachetage pour la fabrication de parois externes imperméables à l'eau en utilisant des doubles éléments murés en béton

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EP (2) EP1486626A3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2413805A (en) * 2004-05-05 2005-11-09 Ray Wolfenden Flood protection for buildings
DE202012101111U1 (de) 2012-03-28 2012-05-08 Max Frank Gmbh & Co. Kg Beton-Doppelwandelement mit Abdichtelement
EP1964991A3 (fr) * 2007-02-27 2012-06-13 FWR Solutions GmbH Fixation
CN106436774A (zh) * 2016-12-02 2017-02-22 苏州设计研究院股份有限公司 一种地下工程预留变形缝连接接口结构及其制作方法

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821178A (zh) * 2014-02-24 2014-05-28 中天建设集团有限公司 地下室外墙后浇带留置装置
DE202016105819U1 (de) 2016-10-18 2016-11-02 Max Frank Gmbh & Co Kg Abdichtungsanordnung für die Herstellung wasserundurchlässiger Wände
CN107035006B (zh) * 2017-04-25 2019-04-26 中国二十冶集团有限公司 一种叠合楼板高低差处节点防水方法
CA3056094A1 (fr) 2018-09-21 2020-03-21 Cooper E. Stewart Dispositif de coffrage a beton isole

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Publication number Priority date Publication date Assignee Title
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes
EP0532908A1 (fr) * 1991-09-19 1993-03-24 Willibald Fischer Elément de coffrage pour joints
DE29505603U1 (de) * 1995-03-31 1995-06-08 Peca-Verbundtechnik Gmbh, 84130 Dingolfing Fugenblech
DE19500939A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Schalungselement
US5616272A (en) * 1995-04-21 1997-04-01 Mccrystal; Philip J. Re-bar alignment and support clip
DE29821782U1 (de) * 1998-12-07 1999-02-11 Tiletschke, Lothar, 32130 Enger Schalungselement für streifenförmige Ortbetonteile
DE19935578A1 (de) * 1998-08-01 2000-03-16 Fischer Gert Fugenblech zum Abdichten von Arbeitsfugen
DE10007067A1 (de) * 2000-02-16 2001-09-13 Heinz Von Doellen Am Vertikalstoß von Hohlwandabschnitten stoßüberbrückend ansetzbarer Dichtungsstreifen
DE10014966A1 (de) * 2000-02-16 2001-11-15 Heinz Von Doellen Am Vertikalstoss von Hohlwandabschnitten stossüberbrückend ansetzbarer Dichtungsstreifen
DE10108705A1 (de) * 2001-02-23 2002-09-26 Behrendt Ursula Sollrissfuge mit einem Fugenblech zur Beeinflussung der Rissbildung in aufgehenden Betonwänden
DE20301471U1 (de) * 2003-01-30 2003-04-10 Contec Bausysteme GmbH, 32457 Porta Westfalica Fugenblech mit Dichtbeschichtung

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes
EP0532908A1 (fr) * 1991-09-19 1993-03-24 Willibald Fischer Elément de coffrage pour joints
DE19500939A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Schalungselement
DE29505603U1 (de) * 1995-03-31 1995-06-08 Peca-Verbundtechnik Gmbh, 84130 Dingolfing Fugenblech
US5616272A (en) * 1995-04-21 1997-04-01 Mccrystal; Philip J. Re-bar alignment and support clip
DE19935578A1 (de) * 1998-08-01 2000-03-16 Fischer Gert Fugenblech zum Abdichten von Arbeitsfugen
DE29821782U1 (de) * 1998-12-07 1999-02-11 Tiletschke, Lothar, 32130 Enger Schalungselement für streifenförmige Ortbetonteile
DE10007067A1 (de) * 2000-02-16 2001-09-13 Heinz Von Doellen Am Vertikalstoß von Hohlwandabschnitten stoßüberbrückend ansetzbarer Dichtungsstreifen
DE10014966A1 (de) * 2000-02-16 2001-11-15 Heinz Von Doellen Am Vertikalstoss von Hohlwandabschnitten stossüberbrückend ansetzbarer Dichtungsstreifen
DE10108705A1 (de) * 2001-02-23 2002-09-26 Behrendt Ursula Sollrissfuge mit einem Fugenblech zur Beeinflussung der Rissbildung in aufgehenden Betonwänden
DE20301471U1 (de) * 2003-01-30 2003-04-10 Contec Bausysteme GmbH, 32457 Porta Westfalica Fugenblech mit Dichtbeschichtung

Cited By (4)

* Cited by examiner, † Cited by third party
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GB2413805A (en) * 2004-05-05 2005-11-09 Ray Wolfenden Flood protection for buildings
EP1964991A3 (fr) * 2007-02-27 2012-06-13 FWR Solutions GmbH Fixation
DE202012101111U1 (de) 2012-03-28 2012-05-08 Max Frank Gmbh & Co. Kg Beton-Doppelwandelement mit Abdichtelement
CN106436774A (zh) * 2016-12-02 2017-02-22 苏州设计研究院股份有限公司 一种地下工程预留变形缝连接接口结构及其制作方法

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EP1793056B1 (fr) 2014-01-15
EP1486626A3 (fr) 2006-05-10

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