ES1051728U - Truss for floors. (Machine-translation by Google Translate, not legally binding) - Google Patents

Truss for floors. (Machine-translation by Google Translate, not legally binding)

Info

Publication number
ES1051728U
ES1051728U ES200200971U ES200200971U ES1051728U ES 1051728 U ES1051728 U ES 1051728U ES 200200971 U ES200200971 U ES 200200971U ES 200200971 U ES200200971 U ES 200200971U ES 1051728 U ES1051728 U ES 1051728U
Authority
ES
Spain
Prior art keywords
stirrups
translation
legally binding
google translate
machine
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
ES200200971U
Other languages
Spanish (es)
Other versions
ES1051728Y (en
Inventor
Perea Pablo Lario
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to ES200200971U priority Critical patent/ES1051728Y/en
Publication of ES1051728U publication Critical patent/ES1051728U/en
Application granted granted Critical
Publication of ES1051728Y publication Critical patent/ES1051728Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Lattice armor for slabs, of those made on a flat formwork surface, based on wooden panels or similar, in which alignments of slabs leave spaces or nerves between them for the installation of reinforcements and subsequent pouring of concrete, characterized because it involves a triangular lattice, based on three iron rods located according to the imaginary vertices of an isosceles triangle, related to each other by lateral and oblique rods arranged in "zig-zag", latticework to which they are fixed, in correspondence with its imaginary lower base, a plurality of transverse abutments, some of rectilinear configuration and others of configuration in inverted "U", suitably distributed, having been provided that the length of the rectilinear stirrups, as well as the length of the middle branch of the stirrups in "U", is coincident with the distance between coves belonging to two alignments p and the amplitude of the lateral branches of the stirrups in "U" is in turn in accordance with the distance between the triangular lattice and the formwork surface. (Machine-translation by Google Translate, not legally binding)
ES200200971U 2002-04-18 2002-04-18 CELOSIA ARMOR FOR FORGED. Expired - Fee Related ES1051728Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200200971U ES1051728Y (en) 2002-04-18 2002-04-18 CELOSIA ARMOR FOR FORGED.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200200971U ES1051728Y (en) 2002-04-18 2002-04-18 CELOSIA ARMOR FOR FORGED.

Publications (2)

Publication Number Publication Date
ES1051728U true ES1051728U (en) 2002-09-16
ES1051728Y ES1051728Y (en) 2003-01-16

Family

ID=8500998

Family Applications (1)

Application Number Title Priority Date Filing Date
ES200200971U Expired - Fee Related ES1051728Y (en) 2002-04-18 2002-04-18 CELOSIA ARMOR FOR FORGED.

Country Status (1)

Country Link
ES (1) ES1051728Y (en)

Also Published As

Publication number Publication date
ES1051728Y (en) 2003-01-16

Similar Documents

Publication Publication Date Title
SE9902722D0 (en) Concrete structure and method of making it
CN108708481A (en) Constructional column exempts from formwork construction method
CN107489090A (en) A kind of circle bamboo space truss bridge based on novel joint make
CN207048152U (en) Composite beam is connected system with superimposed sheet
FI20021934A7 (en) Joint beam
ATE408045T1 (en) METHOD FOR CONSTRUCTING A PRE-TENSIONED STRUCTURE AND A STRUCTURE THEREFORE PRODUCED
DE69621937D1 (en) REINFORCING MASONRY STRUCTURES
CN107859245A (en) A kind of cushion block of concrete bar protective layer fixed structure and method
DE60023795D1 (en) Reinforced concrete composite bridge or walkway construction, in particular bridge with two composite beams under the ceiling
ES1052250U (en) Prefabricated reinforcement for slabs. (Machine-translation by Google Translate, not legally binding)
CN104818677B (en) Fiber board tensioning device and tensioning method thereof
CN203008239U (en) Reinforcement steel protection layer cushion block
ATE458100T1 (en) STEEL BEAM
ES1051729U (en) Armor forged special vaults. (Machine-translation by Google Translate, not legally binding)
ATE294290T1 (en) REINFORCED CONCRETE PART FOR PRODUCING FOUNDATIONS FOR BUILDINGS
CN2749966Y (en) Overlong concrete building structure equipped with connector and prestressed tendon
JP4053946B2 (en) Steel plate girder
CN211713643U (en) Gardens water walkways
KR0166641B1 (en) Building floor structural materials
JPS6195142A (en) How to build a slab
ES1051467U (en) Armor forged. (Machine-translation by Google Translate, not legally binding)
CN206233629U (en) A kind of steam pressurized block wall repair outfit
CN203878868U (en) Post-cast strip steel bar protection support frame applied to floor slab and basement foundation slab
KR100376930B1 (en) Dech panel of reinforced concrete slab
CN205400047U (en) Piece together formula of inserting design combination stair template

Legal Events

Date Code Title Description
FG1K Utility model granted
FD1K Utility model lapsed

Effective date: 20101018