GB499159A - Improvements in or relating to reinforced concrete floor structures - Google Patents

Improvements in or relating to reinforced concrete floor structures

Info

Publication number
GB499159A
GB499159A GB672538A GB672538A GB499159A GB 499159 A GB499159 A GB 499159A GB 672538 A GB672538 A GB 672538A GB 672538 A GB672538 A GB 672538A GB 499159 A GB499159 A GB 499159A
Authority
GB
United Kingdom
Prior art keywords
ribs
reinforced
floor
reinforcements
section
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
Application number
GB672538A
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.)
HUGO OLSEN
Original Assignee
HUGO OLSEN
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 HUGO OLSEN filed Critical HUGO OLSEN
Publication of GB499159A publication Critical patent/GB499159A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125Grating or flooring for bridges
    • 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
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/20Concrete, stone or stone-like material
    • E01D2101/24Concrete
    • E01D2101/26Concrete reinforced
    • E01D2101/268Composite concrete-metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

499,159. Reinforced - concrete floors. OLSEN, H. March 3, 1938, Nos. 6725 and 6726. Convention dates, March 3, 1937 and June 19, 1937. [Class 20 (iv)] A reinforced-concrete floor is provided with embedded hollow filler bodies 3 so as to form channels with intervening ribs 8 of uniform cross-section extending between, and connecting, the upper and lower layers of the floor, and the main reinforcing members 5 are distributed uniformly throughout the tension zone 7 of the floor in the same direction as the hollow bodies at points disposed beneath the hollow bodies and at points disposed beneath the ribs 8. The hollow bodies may be so shaped that the ribs 8 formed between them are of substantially rectangular cross-section and they may be formed with rounded or chamfered upper and lower corners. The reinforcements 5 may be bent upwardly at certain points into the ribs 8 as shown at 9, and these bent portions may be braced by iron stirrups. The structure may be supported at two opposite ends, and at these places the structure may merge into a solid concrete cross-section into which the reinforcements 5 are bent upwardly. The tension zone 7 of the structure may be reinforced by transverse members 10 in addition to the longitudinal reinforcements 5.
GB672538A 1937-03-03 1938-03-03 Improvements in or relating to reinforced concrete floor structures Expired GB499159A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE834568X 1937-03-03

Publications (1)

Publication Number Publication Date
GB499159A true GB499159A (en) 1939-01-19

Family

ID=6545417

Family Applications (1)

Application Number Title Priority Date Filing Date
GB672538A Expired GB499159A (en) 1937-03-03 1938-03-03 Improvements in or relating to reinforced concrete floor structures

Country Status (3)

Country Link
CH (1) CH204479A (en)
FR (1) FR834568A (en)
GB (1) GB499159A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0084581A1 (en) * 1982-01-25 1983-08-03 AIRCONTROL SYSTEMS, Inc. Reinforced structural member and method of fabrication
CN105350441A (en) * 2015-11-30 2016-02-24 广东工业大学 Concrete combined box beam internally provided with tie bar steel and box column

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114351926A (en) * 2022-03-21 2022-04-15 中铁九局集团第四工程有限公司 Anti-floating construction method for metal square box cast-in-place concrete hollow floor slab

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0084581A1 (en) * 1982-01-25 1983-08-03 AIRCONTROL SYSTEMS, Inc. Reinforced structural member and method of fabrication
CN105350441A (en) * 2015-11-30 2016-02-24 广东工业大学 Concrete combined box beam internally provided with tie bar steel and box column

Also Published As

Publication number Publication date
FR834568A (en) 1938-11-24
CH204479A (en) 1939-05-15

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