DE1634394B2 - FORMWORK SHELL FOR PRODUCING CONCRETE SLABS - Google Patents
FORMWORK SHELL FOR PRODUCING CONCRETE SLABSInfo
- Publication number
- DE1634394B2 DE1634394B2 DE1966H0060523 DEH0060523A DE1634394B2 DE 1634394 B2 DE1634394 B2 DE 1634394B2 DE 1966H0060523 DE1966H0060523 DE 1966H0060523 DE H0060523 A DEH0060523 A DE H0060523A DE 1634394 B2 DE1634394 B2 DE 1634394B2
- Authority
- DE
- Germany
- Prior art keywords
- lines
- toothing
- formwork
- shell
- chambers
- 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
Links
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
- B28B7/06—Moulds with flexible parts
- B28B7/065—Casting in sack or bag like moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/127—Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Revetment (AREA)
- Lining And Supports For Tunnels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
Abstandhalter 9 angeordnet, die das Ausbauchen der Hüllenwände beim Einfüllen des Betons begrenzen. Als Abstandhalter 9 können in manchen Fällen auch punktweise erfolgte Verwebungen oder Verklammerungen der beiden Wände 1 und 2 dienen. Beim Verlegen der Schalungshülle greifen die Zähne 13 am rechten Rand der Hülle in entsprechend ausgebildeten Einbuchtungen 14 des linken Randes der bereits verlegten Hülle ein.Spacers 9 are arranged, which limit the bulging of the shell walls when pouring the concrete. as In some cases, spacers 9 can also be interwoven or interlocked at points of the two walls 1 and 2 are used. When laying the formwork shell, the teeth 13 engage right edge of the shell in correspondingly formed indentations 14 of the left edge of the already laid envelope.
Die Schalungshüllen gemäß Fig.3 und 4 sind so ausgebildet, daß die Zähne 13 ohne Versatz in die Einbuchtungen 14 am anderen Rand der Schalungshülle eingreifen können. Bei einer gewebten Schalungshülle läuft der Rand des Gewebes in gerader Richtung durch. Die an den Außenrändern der Hülle durch die Verzahnungslinie sich bildenden, nicht genutzten Gewebestellen müssen ein- oder ausgeschnitten werden, damit die Zähne der anzuschließenden Schalungshülle in die Einbuchtungen der bereits mit Beton gefüllten Hülle eingreifen können.The formwork covers according to Figure 3 and 4 are like this formed that the teeth 13 without offset in the indentations 14 on the other edge of the formwork shell can intervene. In the case of a woven casing, the edge of the fabric runs straight through. Those that are formed on the outer edges of the casing by the serration line, are not used Fabric areas must be cut in or out so that the teeth of the formwork shell to be connected can engage in the indentations of the shell, which is already filled with concrete.
Zum Einbringen des Betons dienen Unterbrechungen 17,.die in den Querverzahnungslinien 7 angeordnet sind. Auch in den inneren Verzahnungslinien 5 können Unterbrechungen 18 vorgesehen sein, so daß alle Kammern einer Schalungshülle von einer oder mehreren Injektionsstellen aus voll gefüllt werden können. Bei dem Ausführungsbeispiel nach F i g. 1 müßte der Injektionsschlauch bzw. die Injektionslanze an den drei Einfüllöffnungen 19, 20 und 21 eingeführt werden, weil die Verzahnungslinien 5 keine Unterbrechungen aufweisen. Die Unterbrechungen 17 und 18 in den Verzahnungslinien sowie in den Querverzahnungslinien sind nach Häufigkeit und Größe den erforderlichen Eigenschaften des herzustellenden Deckwerks, des zur Verwendung gelangenden Betons sowie der Art der Injizierung anzupassen.Interruptions 17, which are arranged in the transverse toothing lines 7, are used to pour the concrete. Interruptions 18 can also be provided in the inner toothing lines 5, so that all Chambers of a formwork shell can be filled from one or more injection sites. at the embodiment according to FIG. 1 the injection hose or the injection lance would have to be connected to the three Filling openings 19, 20 and 21 are introduced because the tooth lines 5 have no interruptions. The interruptions 17 and 18 in the toothing lines and in the transverse toothing lines are, according to frequency and size, the required properties of the revetment to be created, the for Adapt the use of concrete as well as the type of injection.
Bei der Schalungshülle nach F i g. 1 ist der Verlauf derIn the case of the formwork shell according to FIG. 1 is the course of the
Verzahnungslinie 5 und der Querverbindungslinie T Toothing line 5 and the cross connection line T
derart, daß jede Platte, die in den von diesen Liniensuch that any plate that is in the by these lines
umschlossenen Kammern erzeugt wird, mit je vier benachbarten Platten verklammert ist.enclosed chambers is generated, is bracketed with four adjacent plates.
Auch bei der Schalungshülle nach F i g. 2 und F i g. 4 wird erreicht, daß die damit hergestellten Platten mit je vier benachbarten Platten verklammert sind. Die Querverzahnungslinien 7 sind entsprechend den Verzahnungslinien 5 ausgebildet. In F i g. 2 sind in jedem von diesen Linien abgeteilten Feld zwei einander gegenüberliegende, schwalbenschwanzförmige Zähne 13 und rechtwinklig dazu zwei einander gegenüberliegende, schwalbenschwanzförmige Einbuchtungen 14 zugeordnet. Durch diese Ausbildung treten in den Ecken der mit dieser Hülle herzustellenden Platten keine zu großen Schwächungen auf. Dies läßt sich gemäß F i g. 4 auch dadurch erreichen, daß jedes Feld ebenfalls zwei Zähne und zwei Einbuchtungen aufweist, wobei aber jedem Zahn 13 eine Einbuchtung 14 gegenüberliegt.Even with the formwork shell according to FIG. 2 and F i g. 4 is achieved that the plates thus produced with each four adjacent panels are bracketed. The transverse toothing lines 7 correspond to the toothing lines 5 trained. In Fig. 2 in each field divided by these lines are two of each other opposite, dovetail-shaped teeth 13 and at right angles to them two opposite, Associated with dovetail-shaped indentations 14. Through this training step in the corners of the panels to be produced with this shell do not have too great a weakening. According to FIG. 4th also achieve that each field also has two teeth and two indentations, but each tooth 13 has an indentation 14 opposite it.
Die Schalungshüllen sind beispielsweise 1,50 bis 2,50 m breit und 10 oder 20 m lang und die Breite und Länge der in den Kammern der Hüllen erzeugten Platten beträgt etwa 50 bis 70 cm.The formwork covers are, for example, 1.50 to 2.50 m wide and 10 or 20 m long and the width and The length of the panels produced in the chambers of the casings is approximately 50 to 70 cm.
Hierzu 2 Blatt ZeichnungenFor this purpose 2 sheets of drawings
Claims (8)
Priority Applications (12)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1634382A DE1634382C3 (en) | 1965-10-11 | 1965-10-11 | Formwork shell for the production of concrete slabs in the foundation |
DE1966H0060523 DE1634394B2 (en) | 1965-10-11 | 1966-09-16 | FORMWORK SHELL FOR PRODUCING CONCRETE SLABS |
AT921766A AT272208B (en) | 1965-10-11 | 1966-10-03 | Formwork shell for manufacturing concrete slabs |
CH1446466A CH464807A (en) | 1965-10-11 | 1966-10-06 | Bendable formwork shell used to produce walls or panels |
BE688040D BE688040A (en) | 1965-10-11 | 1966-10-10 | |
SE13666/66A SE320028B (en) | 1965-10-11 | 1966-10-10 | |
NL666614215A NL150535B (en) | 1965-10-11 | 1966-10-10 | FLEXIBLE FORMWORK FOR THE MANUFACTURE OF CONCRETE PLATES IN A FOUNDATION. |
FR79493A FR1501103A (en) | 1965-10-11 | 1966-10-11 | Flexible formwork for making concrete walls or slabs |
GB45450/66A GB1162827A (en) | 1965-10-11 | 1966-10-11 | Moulds Envelopes for the Production of Concrete Walls or Slabs |
ES0332608A ES332608A1 (en) | 1965-10-11 | 1966-10-11 | Improvements in the formwork for the obtaining of walls and concrete slabs. (Machine-translation by Google Translate, not legally binding) |
US586612A US3486341A (en) | 1965-10-11 | 1966-10-11 | Form for concrete or the like |
DK526066AA DK111948B (en) | 1965-10-11 | 1966-10-11 | Formwork casing for the manufacture of concrete slabs. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH0057386 | 1965-10-11 | ||
DE1966H0060523 DE1634394B2 (en) | 1965-10-11 | 1966-09-16 | FORMWORK SHELL FOR PRODUCING CONCRETE SLABS |
Publications (2)
Publication Number | Publication Date |
---|---|
DE1634394A1 DE1634394A1 (en) | 1970-10-29 |
DE1634394B2 true DE1634394B2 (en) | 1977-04-28 |
Family
ID=25980368
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE1634382A Expired DE1634382C3 (en) | 1965-10-11 | 1965-10-11 | Formwork shell for the production of concrete slabs in the foundation |
DE1966H0060523 Granted DE1634394B2 (en) | 1965-10-11 | 1966-09-16 | FORMWORK SHELL FOR PRODUCING CONCRETE SLABS |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE1634382A Expired DE1634382C3 (en) | 1965-10-11 | 1965-10-11 | Formwork shell for the production of concrete slabs in the foundation |
Country Status (11)
Country | Link |
---|---|
US (1) | US3486341A (en) |
AT (1) | AT272208B (en) |
BE (1) | BE688040A (en) |
CH (1) | CH464807A (en) |
DE (2) | DE1634382C3 (en) |
DK (1) | DK111948B (en) |
ES (1) | ES332608A1 (en) |
FR (1) | FR1501103A (en) |
GB (1) | GB1162827A (en) |
NL (1) | NL150535B (en) |
SE (1) | SE320028B (en) |
Families Citing this family (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3520142A (en) * | 1968-03-28 | 1970-07-14 | Lee A Turzillo | Method and means for protecting an earth situs against scour |
GB1393404A (en) * | 1971-06-22 | 1975-05-07 | Western William J T | Moulding apparatus |
US3837169A (en) * | 1972-10-10 | 1974-09-24 | B Lamberton | Reinforced mattress for protecting shorelines and the like |
US4090337A (en) * | 1977-08-10 | 1978-05-23 | Medina Plastic Products, Inc. | Flexible form for cementitious slurry |
US4220421A (en) * | 1978-11-27 | 1980-09-02 | Fmc Corporation | Subsea wellhead protective enclosure |
DE2933551A1 (en) * | 1979-08-18 | 1981-03-26 | Huesker Synthetic Gmbh & Co, 48712 Gescher | FORMWORK COVER FOR THE PRODUCTION OF CONCRETE PANELS |
US4486121A (en) * | 1982-04-15 | 1984-12-04 | Ercon Corporation | Stabilization against water erosion |
DE4225601C2 (en) * | 1992-07-22 | 1996-04-11 | Vkf Renzel Gmbh | Support element for connecting surface elements |
DE4405523A1 (en) * | 1994-02-22 | 1995-08-24 | Huesker Synthetic Gmbh & Co | Casing mat is made of double fabric |
NO300648B1 (en) * | 1994-03-08 | 1997-06-30 | Henry Andreassen | Duvet-shaped tablecloths comprising a sleeve of a flexible and stretch-resistant cloth material |
US7290750B2 (en) * | 2002-09-19 | 2007-11-06 | Donald G. Huber | Concrete forming apparatus for foundation pier blocks and a method for constructing pier blocks |
ITPD20120054A1 (en) * | 2012-02-28 | 2013-08-29 | N S A Non Solo Ambiente S R L | PROTECTIVE MATS OF HYDRAULIC WORKS IN AREAS SUBJECT TO EROSION DUE TO WATER IN MOVEMENT |
US8950974B2 (en) * | 2012-08-16 | 2015-02-10 | Seabed Technologies Llc | Mat for sea floor installation |
DE102013200319A1 (en) * | 2012-12-04 | 2013-05-23 | Bilfinger Construction GmbH | Method for performing redevelopment of channel running with artificially made water bed to perform navigation of water depending on usage of water, involves filling set of mats with substance, and arranging filled mats in bed |
CN107107743B (en) * | 2014-10-24 | 2019-08-16 | H2赛弗有限公司 | For accommodating the fail-safe locking device of volatile fluid |
WO2018085525A1 (en) * | 2016-11-02 | 2018-05-11 | Waskey Bridges, Inc. | Erosion control mat system |
US11162237B2 (en) | 2019-05-28 | 2021-11-02 | Waskey Bridges, Inc. | Erosion control mat system |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US983209A (en) * | 1910-11-09 | 1911-01-31 | Christopher C Condie | Revetment-mattress. |
US1039579A (en) * | 1912-05-28 | 1912-09-24 | Maurice M Neames | Leak-stop for levees, dikes, &c. |
US2324554A (en) * | 1940-08-12 | 1943-07-20 | Vacuum Concrete Inc | Building construction |
US2748401A (en) * | 1952-06-30 | 1956-06-05 | Hedwin Corp | Extruded flexible and hollow articles and method of making same |
US2850252A (en) * | 1952-08-06 | 1958-09-02 | Goodyear Tire & Rubber | Inflatable mat structure |
US3067712A (en) * | 1956-09-19 | 1962-12-11 | Container Patent Company G M B | Floating tank |
US3030640A (en) * | 1960-01-13 | 1962-04-24 | Air Pillow & Cushions Inc | Inflated articles |
US3345824A (en) * | 1964-05-06 | 1967-10-10 | Lee A Turzillo | Method and means for bracing or bolstering subaqueous structures |
US3207420A (en) * | 1964-05-19 | 1965-09-21 | Octaviano D Navarrete-Kindelan | Container |
-
1965
- 1965-10-11 DE DE1634382A patent/DE1634382C3/en not_active Expired
-
1966
- 1966-09-16 DE DE1966H0060523 patent/DE1634394B2/en active Granted
- 1966-10-03 AT AT921766A patent/AT272208B/en active
- 1966-10-06 CH CH1446466A patent/CH464807A/en unknown
- 1966-10-10 SE SE13666/66A patent/SE320028B/xx unknown
- 1966-10-10 NL NL666614215A patent/NL150535B/en not_active IP Right Cessation
- 1966-10-10 BE BE688040D patent/BE688040A/xx unknown
- 1966-10-11 DK DK526066AA patent/DK111948B/en unknown
- 1966-10-11 ES ES0332608A patent/ES332608A1/en not_active Expired
- 1966-10-11 GB GB45450/66A patent/GB1162827A/en not_active Expired
- 1966-10-11 US US586612A patent/US3486341A/en not_active Expired - Lifetime
- 1966-10-11 FR FR79493A patent/FR1501103A/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
NL6614215A (en) | 1967-04-12 |
DE1634382B2 (en) | 1974-03-28 |
AT272208B (en) | 1969-06-25 |
FR1501103A (en) | 1967-11-10 |
US3486341A (en) | 1969-12-30 |
CH464807A (en) | 1968-10-31 |
DE1634382C3 (en) | 1974-10-31 |
BE688040A (en) | 1967-03-16 |
SE320028B (en) | 1970-01-26 |
ES332608A1 (en) | 1967-10-01 |
DK111948B (en) | 1968-10-21 |
NL150535B (en) | 1976-08-16 |
DE1634382A1 (en) | 1970-05-06 |
DE1634394A1 (en) | 1970-10-29 |
GB1162827A (en) | 1969-08-27 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C3 | Grant after two publication steps (3rd publication) | ||
E77 | Valid patent as to the heymanns-index 1977 | ||
8339 | Ceased/non-payment of the annual fee |