EP0092526B1 - Method and means for concrete cavity building - Google Patents
Method and means for concrete cavity building Download PDFInfo
- Publication number
- EP0092526B1 EP0092526B1 EP83830044A EP83830044A EP0092526B1 EP 0092526 B1 EP0092526 B1 EP 0092526B1 EP 83830044 A EP83830044 A EP 83830044A EP 83830044 A EP83830044 A EP 83830044A EP 0092526 B1 EP0092526 B1 EP 0092526B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- core
- block
- concrete
- form core
- cores
- 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
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Classifications
-
- 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
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/063—Re-usable forms
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
Definitions
- the present invention relates to a method and means for constructing an array of concrete open-fronted cavities.
- the method and means are directed to the construction of burial niches for burying, in which a plurality of burial niches or tombs, divided by concrete walls and placed in several superimposed storeys are provided, with the characteristic that each burial niche has a frontal opening for the access.
- the first method involves a large amount of shuttering material and manual labour, with high execution costs and a long time for construction;
- a further method provides extractable form cores of different parts in order to reduce their dimensions to extract the dismantled parts from the interior of the realized cavity, see for example DE-A-2104878 (Hartschaum-Kunststoff), this solution is facilitated by utilizing three rigid plastics foam pieces coated by polyethylene film, but the extraction is actuated transversally and the first step concerns the extraction of the intermediate composable core piece.
- the solution is complex and cannot allow the axial extraction for realizing crypts which are too long for the system.
- a further method provides collapsible core forms, see for example: US-A-3801060 (FRATESSE) and FR-A-2230834 (L. KESTING et al.) utilizing both complicated and expensive mechanical solutions, and FR-A-1423536 (BAV-ANT) utilizing an expensive collapsible form core realized by rubber material inflated by fluid.
- FRATESSE FRATESSE
- FR-A-2230834 L. KESTING et al.
- BAV-ANT FR-A-1423536
- a further method provides a combination of these last two solutions, see for example DE-A-2025954 (J. DEUERER), being a very complicated and expensive mechanical solution.
- a further method provides a duct passing across the extractable form core within the interspace between the interior form core surface and the opposed formed surface, compressed air being injected through this duct in order to facilitate the extraction of said form core, see for example FR-A-1539088 (MATERIEL SPECIAL D'ENTREPRISES).
- This solution facilitates really the extraction of the form core but requires very expensive and complicated air compressed system.
- the object of the present invention is to provide a remedy to said disadvantages.
- the method according to the invention is defined in claim 1.
- An extractable form core for use in this method is defined in claim 2.
- the crypts may be realized more easily with reduced costs, since the form core of the invention is very simple and inexpensive compared to collapsible (US-A-3801060, FR-A-2230834, FR-A-1423536) or decomposable (DE-A-2104878) form cores or combinations thereof (DE-A-2025954) or to other systems utilizing extraction compressed air apparatus (FR-A-1539088).
- the best cores in expanded material are those realized in expanded polystyrene which can be used several times, and, according to the experiments, more than ten times, which will involve a very low cost in burial niches construction (crypts).
- Figure 1 shows a first form of the core in a perspective view
- Figure 2 is a back view of the core shown in Figure 1
- Figure 3 is a sectional transversal longitudinal view on the vertical plane of the core shown in Figure 1
- Figure 4 is a section on the median transversal horizontal plane of a modified form core with a transversally placed iron reinforcement for the extraction, in order to allow the core extraction in a transversal direction instead of longitudinal direction as the preceding ones
- Figure 5 is a first step frontal view of reinforced concrete burial niches set realized with a longitudinal extraction form core system of the type shown in Figures 1, 2, 3
- Figure 6 is a plan view of the first disposition of the form cores for grouting the concrete according to Figure 5
- Figure 7 is an upright sectional view on the vertical longitudinal plane of the concrete grouting of a first row of burial niches as shown in the preceding Figures 5, 6.
- Figures 1, 2, 3 show a form core for longitudinal horizontal extraction, which is constituted by gluing two parallelepipedal expanded polystyrene blocks 1, 2, slightly rounded at the corners 3 and presenting a longitudinal groove 4 in such a way that when joined (glued) on an opposed joining face 5, a parallelepiped block as shown in Figure 1, with a slight tapering "a" for the extraction on the four lateral longitudinal surfaces can be realized with grooved back surface 6 for the purposes which will be explained further on.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
- The present invention relates to a method and means for constructing an array of concrete open-fronted cavities.
- More particularly, the method and means are directed to the construction of burial niches for burying, in which a plurality of burial niches or tombs, divided by concrete walls and placed in several superimposed storeys are provided, with the characteristic that each burial niche has a frontal opening for the access.
- The methods known in prior art are the following:
- 1. the oldest system consists in casting a first concrete layer with a set of vertical reinforcing steel rods for the post walls, providing the forms for the vertical walls, setting up these forms only to the height of the inside of the burial niches, casting the concrete into the forms to realize the partition walls, dismantling the forms after hardening of the concrete, and re-shuttering of the following covering slab, grouting and so on;
- 2. a more recent method consists in utilizing metallic forms with metallic cores for the concrete grouting to build said burial niches;
- 3. an even more recent solution provides the utilization of wood cores shaped as pre-fabricated hollow open boxes in the place of the metallic cores which however remain fixed in the concrete layer and are wasted.
- The first method involves a large amount of shuttering material and manual labour, with high execution costs and a long time for construction;
- the second method is much more efficient than the first one but it involves the utilization of an expensive equipment, it requires transport and handling of very heavy metallic caissons and the utilization of likewise heavy metallic cores, which after every concrete layer must be accurately scraped off, cleaned and then reoiled with detaching material layer;
- the third method, more rapid than the preceding ones, obviously is of considerable cost for the loss of the used cores which remain fixed in the concrete layer of the burial niches.
- A further method provides extractable form cores of different parts in order to reduce their dimensions to extract the dismantled parts from the interior of the realized cavity, see for example DE-A-2104878 (Hartschaum-Kunststoff), this solution is facilitated by utilizing three rigid plastics foam pieces coated by polyethylene film, but the extraction is actuated transversally and the first step concerns the extraction of the intermediate composable core piece. The solution is complex and cannot allow the axial extraction for realizing crypts which are too long for the system.
- A further method provides collapsible core forms, see for example: US-A-3801060 (FRATESSE) and FR-A-2230834 (L. KESTING et al.) utilizing both complicated and expensive mechanical solutions, and FR-A-1423536 (BAV-ANT) utilizing an expensive collapsible form core realized by rubber material inflated by fluid.
- A further method provides a combination of these last two solutions, see for example DE-A-2025954 (J. DEUERER), being a very complicated and expensive mechanical solution.
- A further method provides a duct passing across the extractable form core within the interspace between the interior form core surface and the opposed formed surface, compressed air being injected through this duct in order to facilitate the extraction of said form core, see for example FR-A-1539088 (MATERIEL SPECIAL D'ENTREPRISES). This solution facilitates really the extraction of the form core but requires very expensive and complicated air compressed system.
- The object of the present invention is to provide a remedy to said disadvantages. The method according to the invention is defined in
claim 1. An extractable form core for use in this method is defined inclaim 2. - The advantages offered by the invention are mainly that extremely light cores are utilized, losing, during their extraction, only the covering bags, thus saving:
- with reference to the first solution, the expensive forms; with reference to the second solution, the handling of heavy form cores, their cleaning and treating with detaching materials; with reference to the third solution, the losing of only the very cheap flexible covering bags.
- With reference to the further other prior art solutions the crypts may be realized more easily with reduced costs, since the form core of the invention is very simple and inexpensive compared to collapsible (US-A-3801060, FR-A-2230834, FR-A-1423536) or decomposable (DE-A-2104878) form cores or combinations thereof (DE-A-2025954) or to other systems utilizing extraction compressed air apparatus (FR-A-1539088).
- According to tests, the best cores in expanded material are those realized in expanded polystyrene which can be used several times, and, according to the experiments, more than ten times, which will involve a very low cost in burial niches construction (crypts).
- Further preferred features of the invention are specified in the dependent claims.
- Some ways of carrying out the invention are described in detail below with reference to the annexed drawings which illustrate some preferred embodiments, in which:-
- Figure 1 shows a first form of the core in a perspective view; Figure 2 is a back view of the core shown in Figure 1; Figure 3 is a sectional transversal longitudinal view on the vertical plane of the core shown in Figure 1; Figure 4 is a section on the median transversal horizontal plane of a modified form core with a transversally placed iron reinforcement for the extraction, in order to allow the core extraction in a transversal direction instead of longitudinal direction as the preceding ones; Figure 5 is a first step frontal view of reinforced concrete burial niches set realized with a longitudinal extraction form core system of the type shown in Figures 1, 2, 3; Figure 6 is a plan view of the first disposition of the form cores for grouting the concrete according to Figure 5; Figure 7 is an upright sectional view on the vertical longitudinal plane of the concrete grouting of a first row of burial niches as shown in the preceding Figures 5, 6.
- More particularly, Figures 1, 2, 3 show a form core for longitudinal horizontal extraction, which is constituted by gluing two parallelepipedal expanded
polystyrene blocks corners 3 and presenting alongitudinal groove 4 in such a way that when joined (glued) on an opposed joiningface 5, a parallelepiped block as shown in Figure 1, with a slight tapering "a" for the extraction on the four lateral longitudinal surfaces can be realized withgrooved back surface 6 for the purposes which will be explained further on. The twohalf blocks faces 5, receive ametallic tie rod 7 supporting afront projecting ring 8 and aback plate 9 constituted by twohalf plates 9', 9"jointed by a longitudinal central opposed weldedbent edges joint 10, and saidplate 9 is glued on thegrooved back surface 6 of the twoblocks holes 11 which communicate with the free space of thelongitudinal groove 4 in such a way that air can freely pass from the front surface of the block form core to the back surface to avoid vacuum formation and make the extraction easier. - As can be noticed from Figures 5, 6, 7, after the concrete foundation slab 14 with
vertical reinforcement nets 15 has been grouted, the form cores "A" are placed equidistantly spaced and parallel to one another by means of supporting and spacingvertical posts 16 in order to realize around the cores "A" an interspace perimetrically contained by the caisson-form "C" cooperating with upper spacers "d". For further grouting of the concrete walls in a progressive step a board is placed over the cores "A" (not shown) in order to avoid their displacement (in an alternative embodiment, on the form core upper face 13), under thecover bag 12, a steel plate is placed, glued on the upper half-block surface 1). The grouting can be made first to realize the back concrete wall "Sp" and after the lateral walls "S1" completing the grouting to realize the entire thickness of the covering slab defined by the spacers "d" and height of the back or lateral vertical panels "C". - When the
upper grout surface 17 has been levelled, and after a slight hardening of the concrete a new row of form cores "A" can be applied on to prosecute the building process in similar manner. - When the concrete is hardened, the extraction of the entire
form core blocks plastic covering 12 remains fixed in the hardened concrete.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83830044T ATE20372T1 (en) | 1982-04-15 | 1983-02-28 | METHOD AND EQUIPMENT FOR PRODUCTION OF HOLLOW CONCRETE CONSTRUCTION. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT8336082 | 1982-04-15 | ||
IT83360/82A IT1158092B (en) | 1982-04-15 | 1982-04-15 | METHOD AND RELATED MEANS USED FOR THE CONSTRUCTION OF CAVITIES IN CONCRETE JETS |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0092526A1 EP0092526A1 (en) | 1983-10-26 |
EP0092526B1 true EP0092526B1 (en) | 1986-06-11 |
Family
ID=11320710
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP83830044A Expired EP0092526B1 (en) | 1982-04-15 | 1983-02-28 | Method and means for concrete cavity building |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0092526B1 (en) |
AT (1) | ATE20372T1 (en) |
DE (1) | DE3364004D1 (en) |
IT (1) | IT1158092B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2734010B1 (en) * | 1995-05-11 | 1997-08-01 | Sols Et Fondations | METHOD AND DEVICE FOR PROVIDING A SEPARATION INTERVAL BETWEEN TWO PARALLEL VERTICAL WALLS |
FR2970024B1 (en) * | 2011-01-03 | 2014-02-28 | Claude Bernard | DEVICE FOR PLANNING A CONDUIT FOR PASSING RUNOONING WATER THROUGH A CONCRETE BARRIER |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1423536A (en) * | 1965-02-05 | 1966-01-03 | Formwork for reserving voids in concrete structures | |
FR1539088A (en) * | 1967-07-31 | 1968-09-13 | Materiel Special D Entpr S | Metal formwork allowing the use of compressed air stripping |
DE2025954A1 (en) * | 1970-05-27 | 1971-12-09 | Deuerer, Joseph, 7818 Bretten | Reusable formwork core for recesses |
DE2104878A1 (en) * | 1971-02-03 | 1972-09-14 | Isopor Kunststoff Gmbh, 6908 Wiesloch | Schalkorper, in particular made of rigid foam plastic for the construction of concrete, ribs and coffered ceilings and the like |
US3801060A (en) * | 1971-04-05 | 1974-04-02 | J Fratesse | Collapsible crypt forming system |
DE2326248A1 (en) * | 1973-05-23 | 1974-12-12 | Lorenz Kesting | INTERNAL FORMWORK FOR THE PRODUCTION OF ROOM CELLS FROM REINFORCED CONCRETE |
DE2600848A1 (en) * | 1976-01-12 | 1977-07-14 | Josef Gail | Hollow concrete unit removable mould core - has liq. solidified by cold or chemical action until concrete has hardened |
-
1982
- 1982-04-15 IT IT83360/82A patent/IT1158092B/en active
-
1983
- 1983-02-28 EP EP83830044A patent/EP0092526B1/en not_active Expired
- 1983-02-28 AT AT83830044T patent/ATE20372T1/en not_active IP Right Cessation
- 1983-02-28 DE DE8383830044T patent/DE3364004D1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
IT1158092B (en) | 1987-02-18 |
IT8283360A0 (en) | 1982-04-15 |
EP0092526A1 (en) | 1983-10-26 |
DE3364004D1 (en) | 1986-07-17 |
ATE20372T1 (en) | 1986-06-15 |
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