US1660370A - Porous-concrete floor - Google Patents

Porous-concrete floor Download PDF

Info

Publication number
US1660370A
US1660370A US744932A US74493224A US1660370A US 1660370 A US1660370 A US 1660370A US 744932 A US744932 A US 744932A US 74493224 A US74493224 A US 74493224A US 1660370 A US1660370 A US 1660370A
Authority
US
United States
Prior art keywords
beams
concrete
solid
porous
concrete floor
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 - Lifetime
Application number
US744932A
Inventor
Billner Karl Pauli
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
AEROCRETE Corp OF AMERICA
Original Assignee
AEROCRETE CORP OF AMERICA
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 AEROCRETE CORP OF AMERICA filed Critical AEROCRETE CORP OF AMERICA
Application granted granted Critical
Publication of US1660370A publication Critical patent/US1660370A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated

Definitions

  • This invention relates to a floor constructionmade of cellular concrete and steel remforcement in combinatwn withordmary cement concrete.
  • Thecellular concrete may y 6 be made' by using either ⁇ a chemical o'r a mechanicalprocess in known manner.
  • the beams are to be made wider at the bottom than at'the top so that when placed side by side with their bottom parts touching one another there will be open vertical slots between the beamsofrom the top -surface part' of the way to the bottom. These slots will be iilled with solid concrete and ift-he span of the beams is great, a layer of solid concrete will be poured on top in connection with the filling o-the mentioned vertical slots.
  • the compact concrete may be .reinforced with steel bars vat the bottom of the slots and transversely ontop if wanted. This reinforcement is not lneeded-for ordinary spans and loads.
  • the slots should taper slightly so that they are Widestat the, bottom. crete, serve to tie the beams together so thatl ita load is concentrated on one beam, then the adjacent beams will also help' in carry- ⁇ ing the mentioned load.
  • the strings of solid concrete in the slots and the layer of solid concrete on top of the beams will serve to give the fiooring suiiicienty stiffness. It will be understood that for vordinary spans the sary.
  • a floor comprisingvprecast beamsof cellular concrete placed with their adjacent kedges close to each other, the beams eom' prismgbody portions and flanges extendin from te sides at the bottom thereof, poure compart ⁇ concrete between the beams andA forming stiffening ribs, the poured concrete particles entering theporesfof lthe beams,
  • a iloori comprising precast beams of solid'cellula'r concrete placed with their adj jacent edgesclose toy each other, the beams comprising body portions and flanges eX- tending from the sides at the bottom thereoi', poured4 compact concrete between the beams and forming stiiiening ribs, the poured concrete particles entering the pores of the beams, thereby forming an integral solid concrete structure and binding thev beams together.
  • a floor comprising precast beams of cellular concrete placed with their adjacent edges close to each other, the beams comprising body portions and ianges extending from the sidesat the b'ottomthereof, the bodies of the beams being of greater width at their tops than ata lower portion,
  • a -ioor comprisin precast beams of solid cellular concrete, p aced.1 withA their adjacent' edges tending from the sides at the bottom thereof, thebodies ofthe beams belng of'greater ,width at their tops than at a lower portion,
  • the beams comrising body vportions and flanges expoured'compact concrete 'between-the 'beams and ormmg stiiiening ribs, the poured cOn-.
  • a oor comprising precast beams of 5 solid cellular concrete, placed with their adjacent edges close to each other, the beams comprising body portions ⁇ and lflanges extending from the sides at the bottom thereof, the bodiesof the beams being of greater 10 ⁇ Width at their tops than at a lower portion,
  • the beams having reinforcing rods at their lower portions, poured compact concrete between the beams and forming site'ning ribs, the poured concrete particles entering the pores of thefbeams, thereby forming an in* tegral solid concrete structure andbinding the beams together.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

Feb., 2g, 1928. l x Mami@ I K. P. BILLNER i vPoRoUs CONCRETE moon Filed oct. 21, 1924 Patented Feb. 28, 1928.
KARL rAULr BIIQLNER, OF STOCKHOLM, sw ronA'rIoN OFAMERIGA, or NEW YORK,
N. Y., A. CORPORATION F DELAWARE'.
` ronces-CONCRETE FLOOR.
Application led Octobe'r21, 1924.-, Serial No. 744,932, and in Sweden October 22, 1923.-
This invention relates to a floor constructionmade of cellular concrete and steel remforcement in combinatwn withordmary cement concrete. Thecellular concrete may y 6 be made' by using either `a chemical o'r a mechanicalprocess in known manner.
A Hoor according to `this invention is made as follows:
Precast (made before-hand) reinforced 10 beams of cellular concrete of such length that they will span the entirewidth oa room y or a panel are to be mounted into lace so that they will lie closely side by si e. `The beams are to be made wider at the bottom than at'the top so that when placed side by side with their bottom parts touching one another there will be open vertical slots between the beamsofrom the top -surface part' of the way to the bottom. These slots will be iilled with solid concrete and ift-he span of the beams is great, a layer of solid concrete will be poured on top in connection with the filling o-the mentioned vertical slots.
The compact concrete may be .reinforced with steel bars vat the bottom of the slots and transversely ontop if wanted. This reinforcement is not lneeded-for ordinary spans and loads. The slots should taper slightly so that they are Widestat the, bottom. crete, serve to tie the beams together so thatl ita load is concentrated on one beam, then the adjacent beams will also help' in carry-` ing the mentioned load. The strings of solid concrete in the slots and the layer of solid concrete on top of the beams will serve to give the fiooring suiiicienty stiffness. It will be understood that for vordinary spans the sary.
On. the accompanying drawing Fig. 1`-
are needed. `The beams ot' cellular 'concrete' are about as light as wooden sills oi same dimensions and the Iinished floor will .be
They will, when filled with solid conlayer of solid concrete on topis not neces-` lighter than an ordinary concrete Hoor. After cutting the-'reinforcement the beams may be sawed OE with an ordinary carpenters saw if they do not fit. A iioor of this kind has proved to be very sound-reslstmg and possesses exce tionally good qualities in regard to insulatlon against heat and cold.'
Having thus described the invention, what is claimed is:
1. A floor comprisingvprecast beamsof cellular concrete placed with their adjacent kedges close to each other, the beams eom' prismgbody portions and flanges extendin from te sides at the bottom thereof, poure compart `concrete between the beams andA forming stiffening ribs, the poured concrete particles entering theporesfof lthe beams,
thereby 'forming an integral solid concrete EDEN, ASSIGNOR TO THE AEROCRETE COR- structure and binding the beams together.
A iloori comprising precast beams of solid'cellula'r concrete placed with their adj jacent edgesclose toy each other, the beams comprising body portions and flanges eX- tending from the sides at the bottom thereoi', poured4 compact concrete between the beams and forming stiiiening ribs, the poured concrete particles entering the pores of the beams, thereby forming an integral solid concrete structure and binding thev beams together.
3. A floor comprising precast beams of cellular concrete placed with their adjacent edges close to each other, the beams comprising body portions and ianges extending from the sidesat the b'ottomthereof, the bodies of the beams being of greater width at their tops than ata lower portion,
poured compact concrete betweenthe beams and 'forming stiffening ribs, the poured concrete particles entering the `pores of the beams, thereby ormin an. integral/solid concrete structure and binding the beams toY gether. y
4. A -ioor comprisin precast beams of solid cellular concrete, p aced.1 withA their adjacent' edges tending from the sides at the bottom thereof, thebodies ofthe beams belng of'greater ,width at their tops than at a lower portion,
yloo close to each other, the beams comrising body vportions and flanges expoured'compact concrete 'between-the 'beams and ormmg stiiiening ribs, the poured cOn-.
crete Iparticles enteringk thev pores of the beams, thereby forming an integral solid concrete structure and binding thel beams together.
5. A oor comprising precast beams of 5 solid cellular concrete, placed with their adjacent edges close to each other, the beams comprising body portions` and lflanges extending from the sides at the bottom thereof, the bodiesof the beams being of greater 10` Width at their tops than at a lower portion,
the beams having reinforcing rods at their lower portions, poured compact concrete between the beams and forming stie'ning ribs, the poured concrete particles entering the pores of thefbeams, thereby forming an in* tegral solid concrete structure andbinding the beams together. i
In testimony whereof I have affixed my signature.
KARL PAULI BILLNER.
US744932A 1923-10-22 1924-10-21 Porous-concrete floor Expired - Lifetime US1660370A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE1660370X 1923-10-22

Publications (1)

Publication Number Publication Date
US1660370A true US1660370A (en) 1928-02-28

Family

ID=20423196

Family Applications (1)

Application Number Title Priority Date Filing Date
US744932A Expired - Lifetime US1660370A (en) 1923-10-22 1924-10-21 Porous-concrete floor

Country Status (1)

Country Link
US (1) US1660370A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4128975A (en) * 1975-09-05 1978-12-12 Solai Vignola Di Fabiani Orlando E C. - Societa In Nome Collettivo Prefabricated building components of expanded material and cement
US20190257081A1 (en) * 2018-02-21 2019-08-22 Scott Edward Heatly Precast modular structural building system and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4128975A (en) * 1975-09-05 1978-12-12 Solai Vignola Di Fabiani Orlando E C. - Societa In Nome Collettivo Prefabricated building components of expanded material and cement
US20190257081A1 (en) * 2018-02-21 2019-08-22 Scott Edward Heatly Precast modular structural building system and method
US10550565B2 (en) * 2018-02-21 2020-02-04 Scott Edward Heatly Precast modular structural building system and method
US20200131754A1 (en) * 2018-02-21 2020-04-30 Scott Edward Heatly Precast modular structural building method
US11306473B2 (en) * 2018-02-21 2022-04-19 Scott Edward Heatly Precast modular structural building method

Similar Documents

Publication Publication Date Title
US1660370A (en) Porous-concrete floor
US3289378A (en) Reinforcing rod support
US2126301A (en) Concrete slab structure
US960305A (en) Concrete construction.
US3550339A (en) Component member of constructions
US758728A (en) Floor and process of building same.
US1404710A (en) Vania
FR2322245A1 (en) Prefabricated concrete floor slab - has top concrete layer with underchanging beams, intermediate insulation and underside fibrous panel
US3576069A (en) Process for forming a composite building construction
EP0320941A1 (en) Rib-and-slab floor
US1045520A (en) Concrete construction.
FR834568A (en) Reinforced concrete decking for bridges and other applications
US2040350A (en) Floor construction
GB1373407A (en) Hollow box support and method for the fabrication thereof
US1729261A (en) Reenforced-concrete slab structure
US1417774A (en) Monolithic flat slab
CN211548133U (en) Wall insulation board with trapezoidal grooves
US2229619A (en) Concave reinforced concrete beam
US1938887A (en) Concrete floor structure
CN210395785U (en) Novel foam sandwich floor composite structure
SU64552A1 (en) Hollow block
US1798925A (en) Floor construction
US2410505A (en) Monolithic floor construction
US1217985A (en) Reinforced-concrete floor structure.
US2248517A (en) Reinforced concrete floor structure