FR2422002A1 - FORMWORK ELEMENTS - Google Patents
FORMWORK ELEMENTSInfo
- Publication number
- FR2422002A1 FR2422002A1 FR7908418A FR7908418A FR2422002A1 FR 2422002 A1 FR2422002 A1 FR 2422002A1 FR 7908418 A FR7908418 A FR 7908418A FR 7908418 A FR7908418 A FR 7908418A FR 2422002 A1 FR2422002 A1 FR 2422002A1
- Authority
- FR
- France
- Prior art keywords
- elements
- faces
- concrete
- formwork
- stirrup
- 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.)
- Pending
Links
Classifications
-
- 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
Abstract
L'invention concerne la technique du coffrage. Le corps ou dispositif de coffrage se compose de deux élements de béton 1, 2, sous forme de plaque ou panneau, qui sont disposés à distance l'un de l'autre, l'une des faces de l'un de ces éléments étant tournée vers l'une des faces de l'un de ces éléments étant tournée vers l'une des faces de l'autre de ces éléments, ainsi que de plusieurs éléments en étrier 4, en acier de construction, qui sont partiellement noyés dans les éléments précités et qui forment des entretoises de liaison 4" entre ces éléments. Dans chacun des éléments en béton, et suivant leur sens longitudinal, il est prévu des fers de montage 3, qui passent dans les angles des éléments en étrier. Le corps ou dispositif de coffrage, d'un poids relativement faible, permet de realiser aisément des ancrages annulaires, des linteaux en béton armé, des colonnes portantes, etc.The invention relates to the formwork technique. The body or formwork device consists of two concrete elements 1, 2, in the form of a plate or panel, which are arranged at a distance from each other, one of the faces of one of these elements being facing one of the faces of one of these elements being turned towards one of the faces of the other of these elements, as well as several stirrup elements 4, made of structural steel, which are partially embedded in the the aforementioned elements and which form connecting struts 4 "between these elements. In each of the concrete elements, and along their longitudinal direction, mounting irons 3 are provided, which pass through the corners of the stirrup elements. The body or formwork device, with a relatively low weight, makes it easy to make annular anchors, reinforced concrete lintels, load-bearing columns, etc.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19782815080 DE2815080A1 (en) | 1978-04-07 | 1978-04-07 | SCARF BODY |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2422002A1 true FR2422002A1 (en) | 1979-11-02 |
Family
ID=6036406
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR7908418A Pending FR2422002A1 (en) | 1978-04-07 | 1979-03-29 | FORMWORK ELEMENTS |
Country Status (14)
Country | Link |
---|---|
JP (1) | JPS54136721A (en) |
AR (1) | AR221873A1 (en) |
AT (1) | AT360209B (en) |
AU (1) | AU4554079A (en) |
BE (1) | BE875172A (en) |
BR (1) | BR7902103A (en) |
DE (1) | DE2815080A1 (en) |
ES (1) | ES479390A1 (en) |
FR (1) | FR2422002A1 (en) |
GB (1) | GB2029487A (en) |
IT (1) | IT1112327B (en) |
LU (1) | LU81120A1 (en) |
NL (1) | NL7902750A (en) |
ZA (1) | ZA791429B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0039384A2 (en) * | 1980-05-05 | 1981-11-11 | Reinhold Beck | Permanent shuttering for ring beams, floor edges and/or lintels |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT383635B (en) * | 1985-02-25 | 1987-07-27 | Schoentaler Massivhaus Bau Gmb | Prefabricated wall element |
DE19543012A1 (en) * | 1995-11-19 | 1997-05-22 | Hartl Max Dipl Ing | Manufacturing method for foundation plates |
US20030147698A1 (en) * | 2002-02-05 | 2003-08-07 | Marianski James E. | Box lattice support girder |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT308347B (en) * | 1969-02-14 | 1973-06-25 | Karl Heinz Mueller Ing | Construction element for cladding concrete construction methods and process for its production |
-
1978
- 1978-04-07 DE DE19782815080 patent/DE2815080A1/en not_active Withdrawn
-
1979
- 1979-03-22 AT AT216279A patent/AT360209B/en not_active IP Right Cessation
- 1979-03-26 ZA ZA791429A patent/ZA791429B/en unknown
- 1979-03-27 GB GB7911070A patent/GB2029487A/en not_active Withdrawn
- 1979-03-28 AU AU45540/79A patent/AU4554079A/en not_active Abandoned
- 1979-03-29 BE BE0/194279A patent/BE875172A/en unknown
- 1979-03-29 FR FR7908418A patent/FR2422002A1/en active Pending
- 1979-04-03 AR AR276054A patent/AR221873A1/en active
- 1979-04-04 LU LU81120A patent/LU81120A1/en unknown
- 1979-04-04 JP JP4150279A patent/JPS54136721A/en active Pending
- 1979-04-05 BR BR7902103A patent/BR7902103A/en unknown
- 1979-04-06 ES ES479390A patent/ES479390A1/en not_active Expired
- 1979-04-06 NL NL7902750A patent/NL7902750A/en not_active Application Discontinuation
- 1979-04-06 IT IT21656/79A patent/IT1112327B/en active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT308347B (en) * | 1969-02-14 | 1973-06-25 | Karl Heinz Mueller Ing | Construction element for cladding concrete construction methods and process for its production |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0039384A2 (en) * | 1980-05-05 | 1981-11-11 | Reinhold Beck | Permanent shuttering for ring beams, floor edges and/or lintels |
EP0039384A3 (en) * | 1980-05-05 | 1981-12-30 | Reinhold Beck | Permanent shuttering for ring beams, floor edges and/or lintels |
Also Published As
Publication number | Publication date |
---|---|
LU81120A1 (en) | 1979-06-19 |
AR221873A1 (en) | 1981-03-31 |
JPS54136721A (en) | 1979-10-24 |
BE875172A (en) | 1979-07-16 |
ATA216279A (en) | 1980-05-15 |
NL7902750A (en) | 1979-10-09 |
AU4554079A (en) | 1979-10-18 |
IT1112327B (en) | 1986-01-13 |
AT360209B (en) | 1980-12-29 |
BR7902103A (en) | 1979-11-27 |
IT7921656A0 (en) | 1979-04-06 |
ES479390A1 (en) | 1979-12-16 |
ZA791429B (en) | 1980-04-30 |
GB2029487A (en) | 1980-03-19 |
DE2815080A1 (en) | 1979-10-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB1520194A (en) | Shear connector for concrete in a composite beam | |
FR2520777B1 (en) | ||
FR2422002A1 (en) | FORMWORK ELEMENTS | |
ATE197617T1 (en) | COMPOSED BUILDING SUPPORT CONSTRUCTION | |
US5491944A (en) | Embedded unit in a concrete foundation | |
JPH01154923A (en) | Joining section of reinforced concrete post and beam | |
BE1002282A5 (en) | TENSION OR COMPRESSION BAR FOR CONNECTING TWO CONSTRUCTION ELEMENTS. | |
JPS6221098B2 (en) | ||
JP3791863B2 (en) | Seismic control structure of reinforced concrete buildings | |
Yamada | Low cycle fatigue fracture limits of structural materials and structural elements | |
SU916688A1 (en) | Butt joint of metal column to foundation | |
SU996609A1 (en) | Earthquake-proof bridge | |
JPH0351478Y2 (en) | ||
US3115725A (en) | Roof construction | |
JPS5733630A (en) | Basement in combination with prefabricated foundation | |
Mochida | A study on structural properties of tube-to-through separate gusset plate joints. Effect of stiffener-ring to restrain local deformation and stress concentration. | |
JP2683415B2 (en) | Cable-stayed bridge | |
Graham Jr | Maintenance painting of Pittsburgh's bridges. | |
Dwight | Elasto-plastic design of welded aluminium plate girder | |
JPS5924724Y2 (en) | Joint structure of precast members | |
SU1507937A1 (en) | Prestrained metal column | |
JPH0450776Y2 (en) | ||
SU630335A1 (en) | Method of constructing reinforced concrete bridges | |
JP2680346B2 (en) | Seismic resistant composite structure | |
JPS60253636A (en) | Building structure |