WO2006138746A1 - A great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks - Google Patents

A great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks Download PDF

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Publication number
WO2006138746A1
WO2006138746A1 PCT/YU2006/000014 YU2006000014W WO2006138746A1 WO 2006138746 A1 WO2006138746 A1 WO 2006138746A1 YU 2006000014 W YU2006000014 W YU 2006000014W WO 2006138746 A1 WO2006138746 A1 WO 2006138746A1
Authority
WO
WIPO (PCT)
Prior art keywords
intermediate floor
hollow
floor construction
oval
filler blocks
Prior art date
Application number
PCT/YU2006/000014
Other languages
French (fr)
Inventor
Milan Kekanovic
Original Assignee
Milan Kekanovic
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 Milan Kekanovic filed Critical Milan Kekanovic
Publication of WO2006138746A1 publication Critical patent/WO2006138746A1/en

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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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E04B5/265—Monolithic filling members with one or more hollow cores
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E04C5/0653—Light-weight girders, e.g. with precast parts with precast parts
    • E04C5/0656—Light-weight girders, e.g. with precast parts with precast parts with lost formwork

Definitions

  • the subject of the invention belongs to the field of civil engineering, or in to the field of intermediate floor constructions, especially to the filed of intermediate great span floor constructions.
  • ICP International classifications of patents
  • the subject of the invention can be market with the following classification symbols: E 04 B 5/08, which is about bearing intermediate constructions build by prefabricated hollow elements, and with secondary classification symbols E 04 C 1-24 and E 04 C 5-065, which are about filling elements and steel lightweight lattices used in building intermediate floor constructions.
  • the technical problem is to be solved with the invention is: how to construct simple lightweight bearing intermediate floor construction span till 10 meters, with statically system of simple or continues girder with possibility of bearing.
  • the system meant to be prefabricated so we can build completely adaptable enclosed space.
  • Prefabricated girders must be lightweight for mounting; the strut frames must be put on greater spans.
  • the volume of filling elements must be smaller, so that the transportation is easy and the price is lower.
  • Intermediate floor constructions are made from wood, chute or prefabricated concrete plates. There are lot of intermediate floor construction, but the most similar to our construction are Monta, Fert or Omnia intermediate floor constructions, which is a lightweight construction. The spans of those constructions go to 6, 10 meters and there is no possibility to built continuous construction with them.
  • the semi-prefabricated system for intermediate floor construction is a combination of prefabricated and classical floor constructions, so it has the advantages of both of them.
  • This system enables different spans between supports, up to 10 meters, and different bearing capacity.
  • the essence of the invention is in production of special reinforced bearing beams.
  • These prefabricated beams are mounted on building site on to the supports, shores or walls. Universal hollow plates are placed between these beams, enabling different ways of setting. Concrete build in construction, on the top of these plates, is forming monolith concrete plate, enabled to transmit horizontal forces to the walls in any direction, according to the rigidity of the wall itself. Hollow plates are constructed to enable setting in several rows, which increase the rigidity of the floor construction. On the intervals of 2 to 3 meters concrete reinforcing ribs are built in floor construction. Hollow plates are moving apart 15 to 25 cm, to form the base of those concrete ribs.
  • Great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks have several advantages over present intermediate floor constructions:
  • Figure 1 is a universal hollow filler block.
  • Figure 3 a is a cross-section of hollow tile with arrangement of reinforcement
  • Figure 5 is another way of mounting element of intermediate floor construction Figure 6 in the way of setting hollow filler elements, plates, prepared to transport.
  • This treaty is about special reinforced semi prefabricated small bearing beams 14, constructed by using at least one steel lattice 16, placed inside another steel lattice 15. These lattices are placed in the groove of hollow tile 8 and 8 a, according to figures 3 and 3 a. Then hollow tile is filled fine-grounded concrete of known quality. After hardening of concrete the special reinforced semi prefabricated small beams are done.
  • the support can be put on at least 2, 5 m. In mounting beams are put on that support and strut frames on distance between 40 and 80 cm. Hollow filler element 1, plates, are put between beams, as it given at figures 5 and 6.
  • Hollow filler elements 1, plates, according to figure 1. have hollow, triangle-shaped supports, vertical walls 6 and oblique walls 7, joined with oval groove 5 on one side and oval swell on other side.
  • Triangle-shaped supports are constructively- connected to trapeze- shaped hollows separated with oblique walls 2.
  • Hollow filler elements 1 are leaned on hollow tiles 8 or 8a.
  • This hollow tiles 8 or 8a have lower plate 9, short longitudinal walls 10, groove 13 and oval swell 11 on one end and oval groove 12 on the other side, according to figures 2 and 3 a.
  • Oval swell 14 perfectly subsides into oval groove 12 of the element 1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention is about producing bearing semi prefabricated beams (14) strengthened so that they can be put on the shorts at bigger distance, at least 2,5 m. Inside one steel space truss (15) we can put at least another more steel space truss (16), which enables the increase of rigidity of bearing semi prefabricated beams (14). The distance between bearings beams are filled with hollow filler blocks-plates (1), constructed to enables the increase of height, rigidity and bearing capacity of intermediate floor construction. Hollow filler blocks are constructed to decrease transportation cost by even 50%. Hollow tiles (8) have an oval swell (11) on their vertical, shorter side (10) and oval groove (12), which is perfectly joined with groove (5) and swell (4) of hollow filler blocks (1).

Description

A GREAT SPAN INTERMEDIATE FLOOR CONSTRUCTION WITH SPECIAL REINFORCED SEMI PREFABRICATED SMALL BEAMS AND UNIVERSAL
FILLER BLOCKS
Technical Field
The subject of the invention, generally speaking, belongs to the field of civil engineering, or in to the field of intermediate floor constructions, especially to the filed of intermediate great span floor constructions. According to the International classifications of patents (ICP) the subject of the invention can be market with the following classification symbols: E 04 B 5/08, which is about bearing intermediate constructions build by prefabricated hollow elements, and with secondary classification symbols E 04 C 1-24 and E 04 C 5-065, which are about filling elements and steel lightweight lattices used in building intermediate floor constructions.
The Technical Problem
The technical problem is to be solved with the invention is: how to construct simple lightweight bearing intermediate floor construction span till 10 meters, with statically system of simple or continues girder with possibility of bearing. The system meant to be prefabricated so we can build completely adaptable enclosed space. Prefabricated girders must be lightweight for mounting; the strut frames must be put on greater spans. The volume of filling elements must be smaller, so that the transportation is easy and the price is lower.
Current State of Technology/Background Art
Intermediate floor constructions are made from wood, chute or prefabricated concrete plates. There are lot of intermediate floor construction, but the most similar to our construction are Monta, Fert or Omnia intermediate floor constructions, which is a lightweight construction. The spans of those constructions go to 6, 10 meters and there is no possibility to built continuous construction with them.
In Yugoslav patent treaty there is a document, numbered 31 900, about lightweight building construction made from prefabricated elements for floors. The construction is consisting of parallel, distanced girders and prefabricated lightweight panels among them. Groove on the upper side of panel is the base of following "I" girder. Glue made from mortar joins holders and panels. In Yugoslav patent treaty there is a document, numbered 34 215, about prefabricated building boards for double floors, intermediate floor constructions or roofs. Plate is made like plate vessel, which is filled with concrete. The concrete and board are forming constructions. These boards are similar to typical building elements made from steel and lightweight materials. This construction enables transmission of forces between bearing elements and prefabricated boards.
In Yugoslav patent treaty there is a document, numbered 41 269, about combed constructive element for facade constructions. Its construction is simple, the range of application is wide and the loading capacity is big. Elements are made from trough vessels and combs between them. The combs are made from steel, bending, perforated strips, which are joined to a lower vessel. The element is filled with self-extinction, polyurethane foam. The spans are greater than the other.
In Yugoslav patent treaty there is a document, numbered 22 622, about reinforced girder made from ceramic elements, joined by concrete. It is consist from lower side with a hollow for reinforcement and the upper side, joined by concrete mortar.
In our patent treaty numbered P-322/97 great span intermediate floor construction elements have a big volume; they are heavy and rather expensive, which gives us an idea to mace it better.
The Essence of the Invention
The semi-prefabricated system for intermediate floor construction is a combination of prefabricated and classical floor constructions, so it has the advantages of both of them. This system enables different spans between supports, up to 10 meters, and different bearing capacity. The essence of the invention is in production of special reinforced bearing beams. These prefabricated beams are mounted on building site on to the supports, shores or walls. Universal hollow plates are placed between these beams, enabling different ways of setting. Concrete build in construction, on the top of these plates, is forming monolith concrete plate, enabled to transmit horizontal forces to the walls in any direction, according to the rigidity of the wall itself. Hollow plates are constructed to enable setting in several rows, which increase the rigidity of the floor construction. On the intervals of 2 to 3 meters concrete reinforcing ribs are built in floor construction. Hollow plates are moving apart 15 to 25 cm, to form the base of those concrete ribs. Great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks have several advantages over present intermediate floor constructions:
- It enables designing and building public, residential, industrial building, and even small bridges.
- It enables greater span between supports.
- It enables building continuous intermediate floor construction with favourable tension in few sections.
It is easy to transport and mounting it, without heavy machinery and highly qualified labour.
Universal filler blocks are smaller, which degrease transporting expenses up to 50% and the price of the floor construction up to 40%.
Short Description of the Figures
In the aim to better understanding the invention: great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks, the following figures are given:
• Figure 1 is a universal hollow filler block.
• Figure 2 is a hollow tile
• Figure 3 is a special reinforced semi prefabricated bearing beam
• Figure 3 a is a cross-section of hollow tile with arrangement of reinforcement
• Figure 4 is one of the ways of mounting element of intermediate floor construction
• Figure 5 is another way of mounting element of intermediate floor construction Figure 6 in the way of setting hollow filler elements, plates, prepared to transport.
Detail Description of the Invention
This treaty is about special reinforced semi prefabricated small bearing beams 14, constructed by using at least one steel lattice 16, placed inside another steel lattice 15. These lattices are placed in the groove of hollow tile 8 and 8 a, according to figures 3 and 3 a. Then hollow tile is filled fine-grounded concrete of known quality. After hardening of concrete the special reinforced semi prefabricated small beams are done. The support can be put on at least 2, 5 m. In mounting beams are put on that support and strut frames on distance between 40 and 80 cm. Hollow filler element 1, plates, are put between beams, as it given at figures 5 and 6.
Hollow filler elements 1, plates, according to figure 1. have hollow, triangle-shaped supports, vertical walls 6 and oblique walls 7, joined with oval groove 5 on one side and oval swell on other side. Triangle-shaped supports are constructively- connected to trapeze- shaped hollows separated with oblique walls 2.
Hollow filler elements 1 are leaned on hollow tiles 8 or 8a. This hollow tiles 8 or 8a have lower plate 9, short longitudinal walls 10, groove 13 and oval swell 11 on one end and oval groove 12 on the other side, according to figures 2 and 3 a. Oval swell 14 perfectly subsides into oval groove 12 of the element 1.
Hollow filler element, plate 1 is completely practical, it is easy to put it on palette it, so the transportation of these elements is cheaper.
After mounting of great span intermediate floor construction, concrete is built in construction, on the top of these plates. So, it is forming monolith concrete plate, enabled to transmit horizontal forces to the walls in any direction, according to the rigidity of the wall itself.
Potential Application of the Invention in Industry or Elsewhere
All constructive and functional characteristics of the invention are successfully tested on the prototype.

Claims

Claims
1. A great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks of static systems of simple or continuous beam, with spans between supports bigger or shorter than 10 m, applicable even at building bridges, is characterized by that at least one steel space truss (16) is placed inside another steel space truss (15), so than together there are built in hollow tile (8) or (8a) with oval swells and grooves, which are filled with concrete, so after hardening the concrete we get bearing longitudinal beams (14), which are placed with distance between each other, on supports and intermediate columns on distance, and the distances are filled with filler blocks (1) in one or more rows.
2. A great span intermediate floor construction, according to claim 1., is characterised by that between bearing longitudinal beams (14) hollow filler blocks (1) are placed, which have hollow, triangle-shaped supports, vertical walls (6) and oblique walls (7), joined with oval groove (5) on one side and oval swell (4) on other side and triangle-shaped supports are constructively- connected to trapeze-shaped hollows separated with oblique walls (2).
3. A great span intermediate floor construction, according to claim 1., is characterised by that hollow tiles (8) have lower plate (9), short longitudinal walls (10), groove (13) and oval swell (11) on one end and oval groove (12) on the other side.
PCT/YU2006/000014 2005-06-22 2006-06-20 A great span intermediate floor construction with special reinforced semi prefabricated small beams and universal filler blocks WO2006138746A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
YUP-20050492 2005-06-22
YUP049205 2005-06-22

Publications (1)

Publication Number Publication Date
WO2006138746A1 true WO2006138746A1 (en) 2006-12-28

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE521060C (en) * 1929-09-20 1931-03-16 Moritz Leitersdorf Process for the production of reinforced concrete rib ceilings without formwork
DE644586C (en) * 1935-10-22 1937-05-08 Herbert Wendel Process for the production of hollow stone ceilings
FR955740A (en) * 1950-01-19
FR1099319A (en) * 1954-04-22 1955-09-02 Partially prefabricated ceiling beam
FR1177793A (en) * 1957-05-24 1959-04-29 Veran Prefabricated panels for the construction of floors and its constituent elements
FR1325114A (en) * 1962-03-16 1963-04-26 Prefabricated floors, elements for their construction in prefabrication and on site, and method of construction
CH378505A (en) * 1958-09-15 1964-06-15 Nicelli Silvio Precast reinforced concrete beams with truss-like reinforcement for the production of hollow stone ceilings without formwork
DE1509016A1 (en) * 1963-11-19 1968-12-19 Erich Stockmann Arrangement for spatial reinforcement framework
FR2697857A1 (en) * 1992-11-06 1994-05-13 Cote Francois Precast concrete T beam for composite floor construction - has three main reinforcing bars two in flange fixed to bottom of zigzag bent stirrups third fixed to top as starter bars for finishing concrete
WO1998059126A1 (en) * 1997-06-19 1998-12-30 Trogrlic, Boris Grilled lightweight concrete masonry ceiling

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR955740A (en) * 1950-01-19
DE521060C (en) * 1929-09-20 1931-03-16 Moritz Leitersdorf Process for the production of reinforced concrete rib ceilings without formwork
DE644586C (en) * 1935-10-22 1937-05-08 Herbert Wendel Process for the production of hollow stone ceilings
FR1099319A (en) * 1954-04-22 1955-09-02 Partially prefabricated ceiling beam
FR1177793A (en) * 1957-05-24 1959-04-29 Veran Prefabricated panels for the construction of floors and its constituent elements
CH378505A (en) * 1958-09-15 1964-06-15 Nicelli Silvio Precast reinforced concrete beams with truss-like reinforcement for the production of hollow stone ceilings without formwork
FR1325114A (en) * 1962-03-16 1963-04-26 Prefabricated floors, elements for their construction in prefabrication and on site, and method of construction
DE1509016A1 (en) * 1963-11-19 1968-12-19 Erich Stockmann Arrangement for spatial reinforcement framework
FR2697857A1 (en) * 1992-11-06 1994-05-13 Cote Francois Precast concrete T beam for composite floor construction - has three main reinforcing bars two in flange fixed to bottom of zigzag bent stirrups third fixed to top as starter bars for finishing concrete
WO1998059126A1 (en) * 1997-06-19 1998-12-30 Trogrlic, Boris Grilled lightweight concrete masonry ceiling

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