ES141161U - A beam of celosia. (Machine-translation by Google Translate, not legally binding) - Google Patents

A beam of celosia. (Machine-translation by Google Translate, not legally binding)

Info

Publication number
ES141161U
ES141161U ES141161U ES141161U ES141161U ES 141161 U ES141161 U ES 141161U ES 141161 U ES141161 U ES 141161U ES 141161 U ES141161 U ES 141161U ES 141161 U ES141161 U ES 141161U
Authority
ES
Spain
Prior art keywords
rods
plane
translation
transverse rods
marginal
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.)
Granted
Application number
ES141161U
Other languages
Spanish (es)
Other versions
ES141161Y (en
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.)
Baustahlgewebe GmbH
Original Assignee
Baustahlgewebe GmbH
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 Baustahlgewebe GmbH filed Critical Baustahlgewebe GmbH
Publication of ES141161U publication Critical patent/ES141161U/en
Application granted granted Critical
Publication of ES141161Y publication Critical patent/ES141161Y/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A lattice girder for the concrete reinforcement, in particular for prefabricated roof plates, oblique formation of the mat in the plane and outward curvature of the plane, characterized in that the mat, consisting of a longitudinal rod arranged in the dd axis of symmetry and at least two pairs of marginal longitudinal rods, as well as in transverse rods, is deformed in its plane by shifting the marginal longitudinal rods in relation to the central rod, in such a way that the transverse rods are angled along aa axes. And ee and/or gc and fp, parallel to the axis of symmetry and discursive at a small distance from the interior of the marginal longitudinal rods and because the transverse rods are bent so that a lattice beam of roughly triangular shape is produced, in cross section in which the longitudinal rod that forms the top head is in the vertex e, and the marginal longitudinal rods forming the lower head are in the area of the ends of the transverse rods, bent horizontally outwards. (Machine-translation by Google Translate, not legally binding)
ES1968141161U 1967-08-24 1968-08-23 A BEAM OF CELOSIA. Expired ES141161Y (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1967B0072367 DE1973116U (en) 1967-08-24 1967-08-24 LATTICE GIRDER FOR STRENGTHENING REINFORCED CONCRETE PANELS.

Publications (2)

Publication Number Publication Date
ES141161U true ES141161U (en) 1969-01-16
ES141161Y ES141161Y (en) 1973-12-01

Family

ID=6977414

Family Applications (1)

Application Number Title Priority Date Filing Date
ES1968141161U Expired ES141161Y (en) 1967-08-24 1968-08-23 A BEAM OF CELOSIA.

Country Status (10)

Country Link
AT (1) AT289359B (en)
CH (1) CH488071A (en)
DE (1) DE1973116U (en)
ES (1) ES141161Y (en)
FR (1) FR1597452A (en)
GB (1) GB1199206A (en)
IE (1) IE32302B1 (en)
LU (1) LU56758A1 (en)
NL (1) NL6811622A (en)
SE (1) SE332059B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004046874A1 (en) 2004-09-28 2006-04-13 Robert Bosch Gmbh Method for operating a management system of functional modules

Also Published As

Publication number Publication date
NL6811622A (en) 1969-02-26
SE332059B (en) 1971-01-25
IE32302L (en) 1969-02-24
FR1597452A (en) 1970-06-29
AT289359B (en) 1971-04-26
ES141161Y (en) 1973-12-01
GB1199206A (en) 1970-07-15
CH488071A (en) 1970-03-31
LU56758A1 (en) 1968-11-21
IE32302B1 (en) 1973-06-13
DE1973116U (en) 1967-11-23

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