GB853418A - Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like - Google Patents

Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like

Info

Publication number
GB853418A
GB853418A GB930258A GB930258A GB853418A GB 853418 A GB853418 A GB 853418A GB 930258 A GB930258 A GB 930258A GB 930258 A GB930258 A GB 930258A GB 853418 A GB853418 A GB 853418A
Authority
GB
United Kingdom
Prior art keywords
slab
jacking
jacking means
ground
membrane
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
GB930258A
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.)
DONOVAN HENRY LEE
Original Assignee
DONOVAN HENRY LEE
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 DONOVAN HENRY LEE filed Critical DONOVAN HENRY LEE
Priority to GB930258A priority Critical patent/GB853418A/en
Publication of GB853418A publication Critical patent/GB853418A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/145Sliding coverings, underlayers or intermediate layers ; Isolating or separating intermediate layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions, by inlays
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/16Prestressed concrete paving

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)

Abstract

853,418. Prestressed concrete structures; runways &c. LEE, D. H. March 24, 1959 [March 24, 1958], No. 9302/58. Class 20(4) In the prestressing of concrete slab structures such as airfield runways, roads or the like, the or each slab is lifted, as by jacking means, so that it is supported clear of the ground and a prestress is applied to the slab after or during lifting of the slab. The jacking means may be applied to lift and support each slab by forming a plurality of holes in spaced positions in each slab through which jacking thrust bars can project down to the surface of the ground beneath the slab or preferably on to a bearing plate on the ground. The jacking means may comprise a block 25, Fig. 3 secured on the underside of the slab 2 when cast, and having a threaded bore 26 adapted to receive a screw threaded lower end 29 of a rotatable thrust bar 28. The block 25 is located at the lower end of a steel lining tube 27. Alternatively hydraulic or pneumatic jacking means 16 may be applied between the upper end of the thrust bar 9, Fig. 1 and a stirrup 10 which is wedged into a steel tube 3 lining the hole 1 in the slab 2. After the jacking operation is completed the stirrup 10 and the bar 9 may be locked together by means of a clamp 17 and opposed serrated surfaces 18, so as to enable the jacking means 16 to be removed whilst maintaining the support of the slab at this point. In an alternative embodiment, each slab is lifted by water injected under pressure underneath the slab through non-return valves 36, Fig. 4 and tubes 35a lining holes 35 in the slab. In order to prevent escape of water from beneath the slab a thin waterproof membrane 38, e.g. of polyethylene sheet is provided. A layer of coarse sand 39 is laid over the membrane 38 and is covered by a layer of building paper 40. The membrane 38 is turned back inwardly at its margins 41 to overlie the margins of the building paper 40. A number of drainpipes 42 are provided for draining water from below the slab after the lifting operation.
GB930258A 1958-03-24 1958-03-24 Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like Expired GB853418A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB930258A GB853418A (en) 1958-03-24 1958-03-24 Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB930258A GB853418A (en) 1958-03-24 1958-03-24 Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like

Publications (1)

Publication Number Publication Date
GB853418A true GB853418A (en) 1960-11-09

Family

ID=9869356

Family Applications (1)

Application Number Title Priority Date Filing Date
GB930258A Expired GB853418A (en) 1958-03-24 1958-03-24 Improvements in and relating to prestressed concrete slab structures such as airfield runways and the like

Country Status (1)

Country Link
GB (1) GB853418A (en)

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