DE9206140U1 - formwork - Google Patents
formworkInfo
- Publication number
- DE9206140U1 DE9206140U1 DE9206140U DE9206140U DE9206140U1 DE 9206140 U1 DE9206140 U1 DE 9206140U1 DE 9206140 U DE9206140 U DE 9206140U DE 9206140 U DE9206140 U DE 9206140U DE 9206140 U1 DE9206140 U1 DE 9206140U1
- Authority
- DE
- Germany
- Prior art keywords
- spacers
- formwork
- formwork according
- wall parts
- section
- 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.)
- Expired - Lifetime
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 25
- 125000006850 spacer group Chemical group 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 5
- 239000002184 metal Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 6
- 229910000746 Structural steel Inorganic materials 0.000 claims description 4
- 239000013013 elastic material Substances 0.000 claims description 3
- 238000009416 shuttering Methods 0.000 abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/02—Flat foundations without substantial excavation
-
- 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
- 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
- E04B1/0007—Base structures; Cellars
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/125—Reinforcement continuity box
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Saccharide Compounds (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Fats And Perfumes (AREA)
- Preparation Of Compounds By Using Micro-Organisms (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Mechanical Coupling Of Light Guides (AREA)
- Prostheses (AREA)
- Joints Allowing Movement (AREA)
Abstract
Description
G 2431-204/SÜG 2431-204/SÜ
Die Erfindung bezieht sich auf eine Schalung für eine Aufkantung der im Oberbegriff von Anspruch 1 erläuterten Art.The invention relates to a formwork for an upstand of the type explained in the preamble of claim 1.
Derartige Schalungen müssen gegenwärtig in mühsamer Handarbeit mit Schalungsbrettern erstellt werden.Such formwork currently has to be laboriously constructed by hand using formwork boards.
Der Erfindung liegt die Aufgabe zugrunde, die für eine derartige Schalung aufzuwendende Arbeitszeit entscheidend zu verringern.The invention is based on the object of significantly reducing the working time required for such formwork.
Die Aufgabe wird durch die kennzeichnenden Merkmale des Anspruchs 1 gelöst.The problem is solved by the characterizing features of claim 1.
Das erfindungsgemäß ausgestaltete Abschalelement muß beim Betonieren lediglich auf eine Unterlage, wie Z.B. eine die bereits erstellte Bodenplatte, aufgesetzt werden, so daß die Aufkantung ohne Verzug weiter betoniert werden kann. Gleichzeitig wird durch das Abschalelement auch die Dichtung an ihrem vorbestimmten Platz gehalten.The formwork element designed according to the invention only needs to be placed on a base, such as the floor slab that has already been created, during concreting so that the upstand can continue to be concreted without distortion. At the same time, the formwork element also holds the seal in its predetermined place.
Vorteilhafte Weiterbildungen der Erfindung sind den Unteransprüchen zu entnehmen.Advantageous further developments of the invention can be found in the subclaims.
So kann die erfindungsgemäße Schalung gemäß den Ansprüchen 2, 6 oder 9 auf einfache Weise durch Verschweißen ihrer Einzelteile hergestellt werden.Thus, the formwork according to the invention according to claims 2, 6 or 9 can be manufactured in a simple manner by welding its individual parts.
Durch die Ausgestaltung nach Anspruch 4 wird auf konstruktiv einfache Weise eine Möglichkeit geschaffen, das erfindungsgemäße Abschalelement an seinem vorbestimmten Platz zu halten.The design according to claim 4 creates a possibility in a structurally simple manner of holding the formwork element according to the invention in its predetermined place.
Die Verwendung des Materials gemäß den Ansprüchen 7 bis 8 für die Wandungsteile erlaubt einerseits eine einfache, kostengünstige Herstellung des AbschaIelementes und dient andererseits einer guten Anbindung der nachfolgend zu betonierenden Wand an die Aufkantung.The use of the material according to claims 7 to 8 for the wall parts allows, on the one hand, a simple, cost-effective production of the formwork element and, on the other hand, serves to ensure a good connection of the wall to be subsequently concreted to the upstand.
Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnungen näher erläutert. Es zeigen:An embodiment of the invention is explained in more detail below with reference to the drawings. They show:
Fig. 1 eine schematische DarstellungFig. 1 is a schematic representation
eines erfindungsgemäßen Abschalelementes, unda shuttering element according to the invention, and
Fig. 2 einen Querschnitt durch eine Aufkantung, hergestellt unter Verwendung des Abschalelementes nach Fig. 1.Fig. 2 shows a cross-section through an upstand, produced using the formwork element according to Fig. 1.
Aus den Fig. 1 und 2 ist ein als verlorene Schalung ausgebildetes Abschalelement 1 ersichtlich, das zwei, die geneigten Seiten eines trapezförmigen Querschnittes bildende Wandungsteile 2a und 2b aufweist, wobei die längere Seite des trapezförmigen Querschnitts zwischen den Wandungsteilen 2a, 2b offen ist. Quer über die kürzere Seite des trapezförmigen Querschnitts erstrecken sich zwei Gitterstreifen 3a, 3b. Zwischen den Streifen 3a und 3b ist eine Halterung 4 in Form eines U-förmigen Korbes für ein nur in Fig. 2 ersichtliches, üblichesFrom Figs. 1 and 2, a shuttering element 1 designed as permanent formwork can be seen, which has two wall parts 2a and 2b forming the inclined sides of a trapezoidal cross-section, whereby the longer side of the trapezoidal cross-section is open between the wall parts 2a, 2b. Two grid strips 3a, 3b extend across the shorter side of the trapezoidal cross-section. Between the strips 3a and 3b there is a holder 4 in the form of a U-shaped basket for a conventional
Fugenband 5 aus elastischem Material befestigt.Joint tape 5 made of elastic material.
Die Wandungsteile 2a, 2b bestehen beide jeweils aus einer streifenförmigen Tafel 6 aus einem üblichen Streckmetall. Auf eine Seite der Streckmetalltafel 6 sind in vorbestimmten Abständen Längsstäbe 7 aus Metall aufgeschweißt. Auf die andere Seite der Streckmetalltafel 6 sind in vorbestimmten Abständen quer zu den Längsstäben 7 verlaufende Querstäbe 8 aufgeschweißt.The wall parts 2a, 2b each consist of a strip-shaped panel 6 made of a conventional expanded metal. Longitudinal bars 7 made of metal are welded onto one side of the expanded metal panel 6 at predetermined intervals. Cross bars 8 running transversely to the longitudinal bars 7 are welded onto the other side of the expanded metal panel 6 at predetermined intervals.
Die Gitterstreifen 3a, 3b sind aus einer der üblichen Bewehrungsmatten aus Baustahl gefertigt, wobei die Gitteröffnungen zwischen den die Gitterstreifen 3a, 3b bildenden Quer- und Längsstäben 9 und 10 so groß sind, daß die kürzere Seite des trapezförmigen Querschnitts, durch die Gitterstreifen 3a, 3b hindurch, als Betoneinfüllöffnung 11 dienen kann. Die Abstände der Längsstäbe 10 der Gitterstreifen 3a, 3b sind zweckmäßigerweise so gewählt, daß an einem der Längsstäbe 10 jedes Gitterstreifens jeweils eines der Wandungsteile 2a, 2b in einem vorbestimmten Neigungswinkel angeschweißt werden kann. Wie Fig. 1 zeigt, erstreckt sich jeder der Gitterstreifen 3a, 3b um den Betrag a über die kürzere Seite des trapezförmigen Querschnittes hinaus.The grid strips 3a, 3b are made from one of the usual reinforcement mats made of structural steel, whereby the grid openings between the transverse and longitudinal bars 9 and 10 forming the grid strips 3a, 3b are so large that the shorter side of the trapezoidal cross-section, through the grid strips 3a, 3b, can serve as a concrete filling opening 11. The distances between the longitudinal bars 10 of the grid strips 3a, 3b are expediently selected so that one of the wall parts 2a, 2b can be welded to one of the longitudinal bars 10 of each grid strip at a predetermined angle of inclination. As Fig. 1 shows, each of the grid strips 3a, 3b extends by the amount a beyond the shorter side of the trapezoidal cross-section.
Der ü-förmige Korb 4 zur Aufnahme des Fugenbandes 5 besteht ebenfalls aus einer Baustahlmatte und ist mit jeweils einem der Längsstäbe 10 jedes Gitterstreifens 3a, 3b derart verschweißt, daß die geschlossene Seite des U-förmigen Querschnittes in den trapezförmigen Querschnitt hineinragt, während die Schenkel nach oben über die Gitterstreifen 3a, 3b überstehen.The U-shaped basket 4 for holding the joint tape 5 also consists of a structural steel mat and is welded to one of the longitudinal bars 10 of each grid strip 3a, 3b in such a way that the closed side of the U-shaped cross section protrudes into the trapezoidal cross section, while the legs protrude upwards over the grid strips 3a, 3b.
Bei Verwendung des erfindungsgemäßen Abschalelementes 1 wird zunächst, durch übliche Schalungsbretter 12 begrenzt, eine Unterlage in Form einer Bodenplatte 13 aus Beton vergossen, in die die üblichen Bewehrungsbügel 14 eingelegt sind. Nach dem Vergießen der Bodenplatte 13 wird das erfindungsgemäße Abschalelement 1 auf die Bodenplatte 13 aufgesetzt und in seiner Lage dadurch fixiert, daß die überstehenden Bereiche a der Gitterstreifen 3a, 3b mit den Bewehrungsbügeln 14 beispielsweise mit Hilfe von Rödeldraht verbunden werden. Dann wird das elastische Fugenband 5 in den Korb 4 eingelegt und gegebenenfalls durch Zusammenbiegen der beiden freien Schenkel des Korbs 4 in seiner Lage gesichert. Dann kann durch die Betoneinfüllöffnung 11 Beton eingegossen werden, bis der trapezförmige Querschnitt des Abschalelementes 1 zum Herstellen der Aufkantung 15 mit Beton ausgefüllt ist. Durch die Öffnungen in der Streckmetalltafel 6 beider Wandungsteile 2a, 2b kann gerade genügend Beton hindurchtreten, daß beim nachfolgenden Aufbetonieren der nicht gezeichneten Wand ein guter Anschluß geschaffen wird, so daß zusätzlich zu der Verlängerung der Betonanschlußfuge zwischen der Bodenplatte 13 und der nicht gezeichneten Wand durch die Begrenzungsflächen der Aufkantung 15 sowie zum Fugenband 5 eine weitere Absicherung gegen das Durchsickern von Wasser geschaffen wird.When using the shuttering element 1 according to the invention, a base in the form of a concrete base plate 13 is first cast, limited by conventional formwork boards 12, into which the conventional reinforcement stirrups 14 are inserted. After the base plate 13 has been cast, the shuttering element 1 according to the invention is placed on the base plate 13 and fixed in position by connecting the protruding areas a of the grid strips 3a, 3b to the reinforcement stirrups 14, for example using tie wire. The elastic joint tape 5 is then placed in the basket 4 and, if necessary, secured in position by bending the two free legs of the basket 4 together. Concrete can then be poured through the concrete filling opening 11 until the trapezoidal cross section of the shuttering element 1 is filled with concrete to produce the raised edge 15. Just enough concrete can pass through the openings in the expanded metal panel 6 of both wall parts 2a, 2b to ensure a good connection when the wall (not shown) is subsequently poured with concrete, so that in addition to the extension of the concrete connection joint between the base plate 13 and the wall (not shown), the boundary surfaces of the upstand 15 and the joint tape 5 provide further protection against water seepage.
Die Erfindung ist nicht auf das beschriebene und gezeichnete Ausführungsbeispiel beschränkt. So kann die Schalung statt auf eine bereits vergossene Bodenplatte auf eine Bewehrung aufgesetzt werden. Anstelle des Fugenbandes 5 aus elastischem Material kann mit den Gitterstreifen eine Wassersperre in Form eines durchgehenden Blechstreifens verschweißt werden, wobeiThe invention is not limited to the embodiment described and shown. The formwork can be placed on reinforcement instead of on an already cast floor slab. Instead of the joint tape 5 made of elastic material, a water barrier in the form of a continuous sheet metal strip can be welded to the grid strips, whereby
der Korb entfallen kann. Anstelle der Gitterstreifen können andere, geeignete Abstandshalter, wie beispielsweise einfache Stahlstäbe oder dgl. verwendet werden. Anstelle des Streckmetalls kann ein anderes Material für die Wandungsteile eingesetzt werden. Schließlich müssen die Abstandshalter nicht unbedingt direkt in der kürzeren Seite des trapezförmigen Querschnittes liegen, sondern können auch etwas in das Innere des trapezförmigen Querschnittes hineinverlegt werden.the basket can be omitted. Instead of the grid strips, other suitable spacers, such as simple steel rods or similar, can be used. Instead of the expanded metal, another material can be used for the wall parts. Finally, the spacers do not necessarily have to be located directly in the shorter side of the trapezoidal cross-section, but can also be placed slightly inside the trapezoidal cross-section.
Claims (9)
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9206140U DE9206140U1 (en) | 1992-05-07 | 1992-05-07 | formwork |
AT93104265T ATE138996T1 (en) | 1992-05-07 | 1993-03-16 | FORMWORK FOR AN EDGE |
DE59302795T DE59302795D1 (en) | 1992-05-07 | 1993-03-16 | Formwork for an upstand |
EP93104265A EP0568799B1 (en) | 1992-05-07 | 1993-03-16 | Shuttering for a joint |
SG1996007028A SG48100A1 (en) | 1992-05-07 | 1993-03-16 | Shuttering for a joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9206140U DE9206140U1 (en) | 1992-05-07 | 1992-05-07 | formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
DE9206140U1 true DE9206140U1 (en) | 1993-09-09 |
Family
ID=6879221
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE9206140U Expired - Lifetime DE9206140U1 (en) | 1992-05-07 | 1992-05-07 | formwork |
DE59302795T Expired - Lifetime DE59302795D1 (en) | 1992-05-07 | 1993-03-16 | Formwork for an upstand |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE59302795T Expired - Lifetime DE59302795D1 (en) | 1992-05-07 | 1993-03-16 | Formwork for an upstand |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0568799B1 (en) |
AT (1) | ATE138996T1 (en) |
DE (2) | DE9206140U1 (en) |
SG (1) | SG48100A1 (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4437537A1 (en) * | 1994-10-20 | 1996-04-25 | Manfred Distler | Reinforcement for edge region of large surface concrete facing elements |
DE4442639A1 (en) * | 1994-11-30 | 1996-06-13 | Peca Verbundtechnik | Formwork element |
DE19605048C1 (en) * | 1996-02-12 | 1997-05-15 | Heinz Von Doellen | Waterproof connector for connection of concrete wall and base |
EP0789116A1 (en) | 1996-02-09 | 1997-08-13 | Willibald Fischer | Shuttering element |
DE19701986C2 (en) * | 1996-02-12 | 1999-09-09 | Doellen | Element for the watertight connection of a concrete wall to a concrete floor slab |
DE10007067A1 (en) * | 2000-02-16 | 2001-09-13 | Heinz Von Doellen | Sealing strip for bridging vertical joint of hollow wall sections has spreaders spaced over its length on both sides and bearing against inner faces of wall elements of hollow wall sections |
DE19712854C2 (en) * | 1996-04-04 | 2002-08-29 | Hans-Werner Dausend | Adjustable joint tape holder |
CN104141321A (en) * | 2014-05-16 | 2014-11-12 | 中国建筑第四工程局有限公司 | Basement side wall late poured band blocking method and used blocking steel plate |
DE202014101564U1 (en) * | 2014-04-02 | 2015-07-07 | Stekox Gmbh | Fastening element for a joint sealing element |
DE102014117737A1 (en) * | 2014-12-03 | 2016-06-09 | Max Frank Gmbh & Co. Kg | Formwork element for creating a construction joint in a concrete part |
CN105926373A (en) * | 2016-05-09 | 2016-09-07 | 中铁十六局集团第二工程有限公司 | Row buckle reinforcement positioning device for high-speed railway concrete foundation bed end |
DE102018124773A1 (en) * | 2018-10-08 | 2020-04-09 | Protektorwerk Florenz Maisch Gmbh & Co. Kg | Stand profile |
Families Citing this family (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT403825B (en) * | 1993-10-08 | 1998-05-25 | Porr Allg Bauges | REINFORCEMENT FOR CONCRETE CONSTRUCTION ON A CONSTRUCTIVE JOINT |
DE19500939C2 (en) * | 1995-01-14 | 1997-05-22 | Sven Obernolte | Formwork element |
DE19500937C2 (en) * | 1995-01-14 | 1998-10-01 | Sven Obernolte | Shut-off element |
EP0912804B1 (en) | 1996-07-17 | 2001-10-31 | Mosé Monachino | A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods |
DE102005005525A1 (en) * | 2004-03-28 | 2005-10-13 | Stekox Gmbh | Joint sealing element and holder for joint sealing elements |
DE102004040274A1 (en) | 2004-08-19 | 2006-02-23 | Fwr Solutions Gmbh | An element |
DE202007002758U1 (en) | 2007-02-26 | 2007-04-19 | Fwr Solutions Gmbh | Form board in particular for creation of concrete floor, comprises joint strip with Z-shaped cross section |
DE202007002868U1 (en) | 2007-02-27 | 2007-07-12 | Fwr Solutions Gmbh | bracket |
DE202007008976U1 (en) * | 2007-06-27 | 2008-10-30 | Obernolte, Sven | An element |
DE202008002475U1 (en) * | 2008-02-21 | 2008-04-30 | Peca Verbundtechnik Gmbh | Multi-part formwork for creating a construction joint |
DE202009005153U1 (en) | 2009-08-18 | 2011-01-05 | Peca-Verbundtechnik Gmbh | Formwork for an upstand |
DE202010008091U1 (en) | 2010-07-16 | 2010-10-07 | Peca-Verbundtechnik Gmbh | Shuttering element for an upstand |
DE202011001751U1 (en) * | 2011-01-20 | 2012-04-25 | Fwr Solutions Gmbh | Formwork for concrete construction |
DE202011050602U1 (en) | 2011-07-01 | 2011-10-17 | Peca Verbundtechnik Gmbh | Shuttering element for an upstand |
JP6061154B2 (en) | 2011-07-08 | 2017-01-18 | コンテック エンジニアード ソリューションズ エルエルシー | Foundation systems for bridges and other structures |
US8925282B2 (en) | 2011-07-08 | 2015-01-06 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
US9970166B2 (en) | 2012-02-06 | 2018-05-15 | Contech Engineered Solutions LLC | Concrete bridge system and related methods |
AU2013217639B2 (en) | 2012-02-06 | 2016-11-03 | Contech Engineered Solutions LLC | Concrete bridge system and related methods |
USD697634S1 (en) | 2012-02-20 | 2014-01-14 | Contech Engineered Solutions LLC | Upper portion of a concrete bridge unit |
USD694910S1 (en) | 2012-04-03 | 2013-12-03 | Contech Engineered Solutions LLC | Upper portion of a concrete bridge unit |
US9695558B2 (en) | 2012-12-13 | 2017-07-04 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
JP2014173229A (en) * | 2013-03-06 | 2014-09-22 | Maeda Corp | Placing joint part structure of concrete structure having wall part |
DE202015100183U1 (en) * | 2015-01-15 | 2016-04-18 | Max Frank Gmbh & Co Kg | Formwork for an upstand |
DE102019131748A1 (en) * | 2019-11-25 | 2021-05-27 | Max Frank Gmbh & Co Kg | Use of a shuttering element to produce permanent shuttering for shuttering the transition from a floor / ceiling slab to an outer wall |
CN112761680A (en) * | 2021-01-26 | 2021-05-07 | 中国五冶集团有限公司 | Precise fixing device and fixing method for buried water stop belt in lake bottom tunnel |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3730475A (en) * | 1970-09-23 | 1973-05-01 | L Werfel | Form for casting concrete building foundation |
US4186160A (en) * | 1977-01-19 | 1980-01-29 | Landreth George H | Method and apparatus for forming building foundations |
AU572675B2 (en) * | 1984-07-23 | 1988-05-12 | Hitchins, W.G. | Foundation with bolting means |
DE3815870C1 (en) * | 1988-05-09 | 1989-08-03 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
DE9106363U1 (en) * | 1990-05-25 | 1991-10-02 | Tricosal GmbH, 7918 Illertissen | Device for attaching a joint tape |
-
1992
- 1992-05-07 DE DE9206140U patent/DE9206140U1/en not_active Expired - Lifetime
-
1993
- 1993-03-16 SG SG1996007028A patent/SG48100A1/en unknown
- 1993-03-16 AT AT93104265T patent/ATE138996T1/en active
- 1993-03-16 EP EP93104265A patent/EP0568799B1/en not_active Expired - Lifetime
- 1993-03-16 DE DE59302795T patent/DE59302795D1/en not_active Expired - Lifetime
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4437537A1 (en) * | 1994-10-20 | 1996-04-25 | Manfred Distler | Reinforcement for edge region of large surface concrete facing elements |
DE4437537C2 (en) * | 1994-10-20 | 1999-06-17 | Manfred Distler | Reinforcement for the edged area of large-area element ceilings, cantilever slabs or balcony slabs made of concrete |
DE4442639A1 (en) * | 1994-11-30 | 1996-06-13 | Peca Verbundtechnik | Formwork element |
EP0789116A1 (en) | 1996-02-09 | 1997-08-13 | Willibald Fischer | Shuttering element |
DE19604766C1 (en) * | 1996-02-09 | 1997-09-04 | Willibald Fischer | Formwork element |
DE19605048C1 (en) * | 1996-02-12 | 1997-05-15 | Heinz Von Doellen | Waterproof connector for connection of concrete wall and base |
DE19701986C2 (en) * | 1996-02-12 | 1999-09-09 | Doellen | Element for the watertight connection of a concrete wall to a concrete floor slab |
DE19712854C2 (en) * | 1996-04-04 | 2002-08-29 | Hans-Werner Dausend | Adjustable joint tape holder |
DE10007067A1 (en) * | 2000-02-16 | 2001-09-13 | Heinz Von Doellen | Sealing strip for bridging vertical joint of hollow wall sections has spreaders spaced over its length on both sides and bearing against inner faces of wall elements of hollow wall sections |
DE10007067C2 (en) * | 2000-02-16 | 2002-11-21 | Heinz Von Doellen | At the vertical joint of cavity wall sections sealing strips that can be bridged |
DE202014101564U1 (en) * | 2014-04-02 | 2015-07-07 | Stekox Gmbh | Fastening element for a joint sealing element |
CN104141321A (en) * | 2014-05-16 | 2014-11-12 | 中国建筑第四工程局有限公司 | Basement side wall late poured band blocking method and used blocking steel plate |
DE102014117737A1 (en) * | 2014-12-03 | 2016-06-09 | Max Frank Gmbh & Co. Kg | Formwork element for creating a construction joint in a concrete part |
DE102014117737B4 (en) | 2014-12-03 | 2022-11-17 | Max Frank Gmbh & Co. Kg | Formwork element for creating a construction joint in a concrete part |
CN105926373A (en) * | 2016-05-09 | 2016-09-07 | 中铁十六局集团第二工程有限公司 | Row buckle reinforcement positioning device for high-speed railway concrete foundation bed end |
DE102018124773A1 (en) * | 2018-10-08 | 2020-04-09 | Protektorwerk Florenz Maisch Gmbh & Co. Kg | Stand profile |
Also Published As
Publication number | Publication date |
---|---|
DE59302795D1 (en) | 1996-07-11 |
ATE138996T1 (en) | 1996-06-15 |
SG48100A1 (en) | 1998-04-17 |
EP0568799B1 (en) | 1996-06-05 |
EP0568799A1 (en) | 1993-11-10 |
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