EP0031167A3 - Method and mold for constructing a concrete floor - Google Patents
Method and mold for constructing a concrete floor Download PDFInfo
- Publication number
- EP0031167A3 EP0031167A3 EP80108150A EP80108150A EP0031167A3 EP 0031167 A3 EP0031167 A3 EP 0031167A3 EP 80108150 A EP80108150 A EP 80108150A EP 80108150 A EP80108150 A EP 80108150A EP 0031167 A3 EP0031167 A3 EP 0031167A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- web
- constructing
- mold
- concrete floor
- molds
- 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- Withdrawn
Links
- 230000003014 reinforcing effect Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A number of module molds (1,9) comprising a web (2,2′),
a plurality of reinforcing ribs (5,5′), an insert piece (7) at one
end of the web, a deposit margin (6) at the other end of the
web, and abutments (8,8′) at both side ends of the web, are
arranged in line and in file along beams (11) and concrete is
placed over the arranged molds.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16708479A JPS5689655A (en) | 1979-12-22 | 1979-12-22 | Method of working concrete floor |
| JP167084/79 | 1979-12-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0031167A2 EP0031167A2 (en) | 1981-07-01 |
| EP0031167A3 true EP0031167A3 (en) | 1981-09-09 |
Family
ID=15843106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP80108150A Withdrawn EP0031167A3 (en) | 1979-12-22 | 1980-12-22 | Method and mold for constructing a concrete floor |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP0031167A3 (en) |
| JP (1) | JPS5689655A (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5824064A (en) * | 1981-08-04 | 1983-02-12 | 株式会社不動テクニカル | Formwork for reinforced concrete construction |
| JPS5854145A (en) * | 1981-09-24 | 1983-03-31 | 住金鋼材工業株式会社 | Floor panel |
| US4527372A (en) * | 1983-04-26 | 1985-07-09 | Cyclops Corporation | High performance composite floor structure |
| GB2167098B (en) * | 1984-11-16 | 1988-05-11 | Rackham Housefloors Limited | Floor of settable material |
| US4697399A (en) * | 1986-01-17 | 1987-10-06 | Cyclops Corporation | Universal deck |
| US9074379B2 (en) * | 2013-03-15 | 2015-07-07 | Romeo Ilarian Ciuperca | Hybrid insulated concrete form and method of making and using same |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1574586A (en) * | 1924-01-16 | 1926-02-23 | Holorib Inc | Building construction |
| US3608267A (en) * | 1970-05-14 | 1971-09-28 | Robertson Co H H | Floor structure and building construction panel therefor |
| FR2226521A1 (en) * | 1973-04-20 | 1974-11-15 | Phenix Works Sa | Floor sheet with trapezoidal section grooves - groove ends slope to reduce groove depth and impart rigidity |
| DE2542529A1 (en) * | 1975-09-24 | 1977-04-07 | Wolf Klemm | Permanent formwork for reinforced concrete ceiling - is retained when concrete sets, and profiled for high load bearing capacity |
-
1979
- 1979-12-22 JP JP16708479A patent/JPS5689655A/en active Pending
-
1980
- 1980-12-22 EP EP80108150A patent/EP0031167A3/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1574586A (en) * | 1924-01-16 | 1926-02-23 | Holorib Inc | Building construction |
| US3608267A (en) * | 1970-05-14 | 1971-09-28 | Robertson Co H H | Floor structure and building construction panel therefor |
| FR2226521A1 (en) * | 1973-04-20 | 1974-11-15 | Phenix Works Sa | Floor sheet with trapezoidal section grooves - groove ends slope to reduce groove depth and impart rigidity |
| DE2542529A1 (en) * | 1975-09-24 | 1977-04-07 | Wolf Klemm | Permanent formwork for reinforced concrete ceiling - is retained when concrete sets, and profiled for high load bearing capacity |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0031167A2 (en) | 1981-07-01 |
| JPS5689655A (en) | 1981-07-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI NL SE |
|
| PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
| AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI NL SE |
|
| ITCL | It: translation for ep claims filed |
Representative=s name: BARZANO' E ZANARDO ROMA S.P.A. |
|
| DET | De: translation of patent claims | ||
| 17P | Request for examination filed |
Effective date: 19811228 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
| 18D | Application deemed to be withdrawn |
Effective date: 19830818 |