EP0982109A1 - Bordure d'un système de table de coffrage et procédé d'ajustement d'une telle bordure - Google Patents

Bordure d'un système de table de coffrage et procédé d'ajustement d'une telle bordure Download PDF

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Publication number
EP0982109A1
EP0982109A1 EP99116608A EP99116608A EP0982109A1 EP 0982109 A1 EP0982109 A1 EP 0982109A1 EP 99116608 A EP99116608 A EP 99116608A EP 99116608 A EP99116608 A EP 99116608A EP 0982109 A1 EP0982109 A1 EP 0982109A1
Authority
EP
European Patent Office
Prior art keywords
sheet pile
elements
edge
profile
sheet
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.)
Granted
Application number
EP99116608A
Other languages
German (de)
English (en)
Other versions
EP0982109B1 (fr
Inventor
Hubert Wilz
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.)
HSP Hoesch Spundwand und Profil GmbH
Original Assignee
Hubert Wilz
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 Hubert Wilz filed Critical Hubert Wilz
Publication of EP0982109A1 publication Critical patent/EP0982109A1/fr
Application granted granted Critical
Publication of EP0982109B1 publication Critical patent/EP0982109B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
    • E02D5/12—Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the invention relates to a provided on a formwork table Edge setting for casting a precast element from concrete or another material with a border for one essentially horizontal connection of the finished part to one of several connected profile elements, especially sheet piles existing, essentially vertical sheet pile as well a method for setting such a margin.
  • a sheet pile wall consists of several, in the ground driven or free-standing sheet piles with Assembled their locks into a coherent wall are.
  • sheet pile construction it is often necessary Concrete parts horizontally with a vertical sheet pile to connect or connect to it. This occurs Problem on that due to the profile or waveform Sheet piles themselves and due to an inaccurate laying method a sheet pile wall by ramming or placing the sheet piles the sheet pile created has no straight connection surface. It is therefore common to have a vertical sheet pile Finished parts to be connected horizontally, in particular made of concrete pour on site, using a locally made one Formwork.
  • the object of the invention is to show a way that one simple and inexpensive horizontal connection of a finished part, especially concrete, to a substantially vertical standing sheet pile, in particular steel sheet pile connected steel profiles.
  • a switching table provided an edge setting, which consists of several movably connected form elements that the respective profile elements or sheet piles of the created Sheet piling have corresponding profiles and locks and that on the formwork table can be adjusted or positioned horizontally.
  • edge setting which consists of several movably connected form elements that the respective profile elements or sheet piles of the created Sheet piling have corresponding profiles and locks and that on the formwork table can be adjusted or positioned horizontally.
  • the height of the edge rest or its form elements can be chosen in this way be that the finished part optionally the low height has a so-called filigree ceiling or the thickness of a finished building ceiling and connected building parts.
  • the edge stop is off individual profile elements or sheet pile elements of each used sheet pile profile of the sheet pile created.
  • the profile elements of the sheet pile possibly also the Edge adjustment, on the one hand, from the standardized or standardized Sheet piles are made or specially made Special molded parts of the sheet pile.
  • the latter can, for example special profile elements connected by welding to form an angle element his.
  • a method of adjusting one provided on a formwork table Edge setting for casting a finished part with a Edge for an essentially horizontal connection of the finished part one of several connected profile elements, in particular sheet piles, essentially vertical Sheet pile created is characterized by the invention from that the position of the profile elements in a horizontal plane the sheet pile created is measured, and that of several movably connected form elements Edge adjustment adapted to the measured position of the profile elements by adjusting the shape elements horizontally.
  • Adjustments can be made for horizontal adjustment use that attack the form elements.
  • the form elements can also be aligned manually and position and then with magnets, suction cups or other fixation devices.
  • This solution is advantageous if the shaped elements are made Steel.
  • the use of a is also recommended here Steel tables as formwork tables.
  • the horizontal position of the sheet pile is thus documented or measured on site at the created structure, and the data obtained in this way will then become factory on the edge setting for prefabrication of a precisely fitting finished part transfer.
  • This prefabrication creates one cost-effective and rational construction for sheet piling, connected with prefabricated parts, especially precast concrete parts are.
  • the terms sheet pile and sheet pile are to be interpreted broadly here and should basically include all wall structures, that consist of several components that are connected laterally are created.
  • a portion of a rim rest 20 for a straight line Wall section On the top of a concrete table shown in Fig.1 10 is a portion of a rim rest 20 for a straight line Wall section arranged.
  • the margin 20 is off joined together a plurality of molded elements 22, which are connected to each other at their side edges so that they can be rotated against each other to a certain extent.
  • the rotatable connection between the individual form elements 22 can be realized with the help of locks 24, which by can be of a type known from sheet pile construction.
  • each second of the shaped elements 22 each have two adjusting devices 26 articulated with one end at 29.
  • the other ends of the adjustment devices 26 are at 27 on a strip 12 articulated, which is firmly attached to the concreting table 10.
  • the individual adjustment devices 26 can preferably by manual operation shortened or lengthened by a certain distance become. By operating the adjustment devices accordingly 26 can thus the rest of the concrete table 10 freely movable molded elements 22 each for itself be brought into a predetermined horizontal position.
  • Figure 2 is a top view of an already created one vertical steel sheet pile 30.
  • the steel sheet pile 30 consists of several, driven into the ground or steel sheet piles 32 standing on the ground, which over their locks 34 connected to each other in a conventional manner are.
  • Fig.1 With the help of the arrangement shown in Fig.1 one in Prefabricate Fig.2 shown concrete part 40 so that the Edge 42 of the precast concrete part 40 exactly the waveform of the created Sheet pile 30 follows.
  • the Edge adjustment 20 uses such shaped elements 22 that same profile as that in the sheet pile 30 created used sheet piles 32. Equally, they can Locks 24 of the molded elements 22 with the locks 34 of the Sheet piles 32 match. It is preferably the shaped elements 22 around elements of the actually used Profiles of sheet piles 32.
  • prefabricated prefabricated concrete part 40 can then go to the construction site brought and there to fit the sheet pile 30 horizontally be connected.
  • precast concrete part 40 can be provided on the sheet pile height adjustable support 36 his.
  • the adjustment devices 26 can, as indicated in Fig.1, in Form of length-adjustable screw connections and clamp connections be designed with threaded rods and set screws.
  • FIG. 3 shows another embodiment for a special one Jutsector 26 for use e.g. in an arrangement according to Fig. 1.
  • the adjustment device 80 consists of two Threaded rods 81 and 82, which are connected to one another via a screw connection 83 are connected.
  • One end of the threaded rods each 81, 82 is by an articulated anchoring with a sheet pile element at 29 and connected to the concreting table at 27.
  • the threaded rods 81 and 82 shifted so that the distance between the Anchor points 84 and 85 shortened or extended.
  • the shaped elements 22 can be rotated or adjusted be that the desired profile of edge training arises.
  • Figures 4 and 5 show examples of a kinked or arcuate construction section of a sheet pile wall.
  • Fig.5 is used to measure the profile of the shown Circular arc segment the center x of the circle as an imaginary reference point.
  • the invention is not based on the illustrated embodiments limited. For example, depending on the sheet pile profile used in each case one or two adjustment devices on every or every second shaped element to be appropriate.
  • the concreting table can be one Vibrating or vibration table or simple formwork pads act.
EP99116608A 1998-08-28 1999-08-25 Bordure d'un système de table de coffrage et procédé d'ajustement d'une telle bordure Expired - Lifetime EP0982109B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19839267A DE19839267C2 (de) 1998-08-28 1998-08-28 Auf einem Schaltisch vorgesehene Randabstellung und Verfahren zum Einstellen der Randabstellung
DE19839267 1998-08-28

Publications (2)

Publication Number Publication Date
EP0982109A1 true EP0982109A1 (fr) 2000-03-01
EP0982109B1 EP0982109B1 (fr) 2003-12-17

Family

ID=7879073

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99116608A Expired - Lifetime EP0982109B1 (fr) 1998-08-28 1999-08-25 Bordure d'un système de table de coffrage et procédé d'ajustement d'une telle bordure

Country Status (3)

Country Link
EP (1) EP0982109B1 (fr)
AT (1) ATE256541T1 (fr)
DE (2) DE19839267C2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003090986A1 (fr) * 2002-04-24 2003-11-06 David Anthony Dicesare Appareil et procede de coulage a la verticale

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1163623A (en) * 1965-11-23 1969-09-10 Aktebolaget Skanska Cement Gju Casting Form Structure for the Fabrication of Concrete Building Elements.
JPS56125526A (en) * 1980-03-06 1981-10-01 Yoshimasa Sasaki Construction of vertical wall of concrete structure underground and machinery and tool therefor
JPS6272816A (ja) * 1985-09-25 1987-04-03 Yoshihiro Yonahara 傘コンクリ−ト打設用底板構造
US5513972A (en) * 1993-01-27 1996-05-07 General Motors Corporation Surface generating device suitable for generating a die, mold or fixture surface

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2829582C3 (de) * 1978-07-05 1982-01-07 Marbeton Kies- U. Betonwerk Marstetten Gmbh, 7971 Aitrach Schalungsform für die Herstellung von profilierten faserbewehrten Betonteilen, insbesondere Glasfaserbetonteilen
DD272187A3 (de) * 1986-11-19 1989-10-04 Bau U Montagekombinat Sued Kom Schalung zur herstellung von verschiedenartigen betonfertigteilen

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1163623A (en) * 1965-11-23 1969-09-10 Aktebolaget Skanska Cement Gju Casting Form Structure for the Fabrication of Concrete Building Elements.
JPS56125526A (en) * 1980-03-06 1981-10-01 Yoshimasa Sasaki Construction of vertical wall of concrete structure underground and machinery and tool therefor
JPS6272816A (ja) * 1985-09-25 1987-04-03 Yoshihiro Yonahara 傘コンクリ−ト打設用底板構造
US5513972A (en) * 1993-01-27 1996-05-07 General Motors Corporation Surface generating device suitable for generating a die, mold or fixture surface

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 006, no. 001 (M - 105) 7 January 1982 (1982-01-07) *
PATENT ABSTRACTS OF JAPAN vol. 011, no. 269 (M - 621) 2 September 1987 (1987-09-02) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003090986A1 (fr) * 2002-04-24 2003-11-06 David Anthony Dicesare Appareil et procede de coulage a la verticale

Also Published As

Publication number Publication date
DE59908075D1 (de) 2004-01-29
EP0982109B1 (fr) 2003-12-17
ATE256541T1 (de) 2004-01-15
DE19839267A1 (de) 2000-03-09
DE19839267C2 (de) 2001-02-15

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