ES2200703B2 - CIMBRA SYSTEM FOR SUPPORT OF VERTICAL LOADS IN CIVIL WORK. - Google Patents
CIMBRA SYSTEM FOR SUPPORT OF VERTICAL LOADS IN CIVIL WORK.Info
- Publication number
- ES2200703B2 ES2200703B2 ES200201773A ES200201773A ES2200703B2 ES 2200703 B2 ES2200703 B2 ES 2200703B2 ES 200201773 A ES200201773 A ES 200201773A ES 200201773 A ES200201773 A ES 200201773A ES 2200703 B2 ES2200703 B2 ES 2200703B2
- Authority
- ES
- Spain
- Prior art keywords
- vertical
- support
- loads
- formwork
- elements
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/14—Comprising essentially pre-assembled two-dimensional [2D] frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Greenhouses (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Sistema de cimbra para soporte de cargas verticales en obra civil. El sistema de cimbra se basa en formar una estructura o torre mediante el montaje y unión de una serie de elementos que son: unas placas base (5) como elementos de arranque para transmitir la carga al terreno; unos transversales de arriostramiento (12) formados por un tubo con copas invertidas (16) en sus extremos; unos marcos (17) formados por dos montantes verticales, un transversal inferior, uno superior y un tubo diagonal, para transmitir las cargas desde la parte superior al terreno; unas diagonales de rigidización, tanto verticales (20) como horizontales (24); unas barandillas de seguridad (32) montables en sustitución de diagonales verticales (20); unos husillos superiores (36) con cabezales (40) para soportar las cargas; una consola (41) montable superior y lateralmente para poder ampliar la superficie de la estructura o para formar pasarelas de trabajo, y unos brazos (27) que permiten la unión entre marcos (17) parael encadenado de torres o cimbras, efectuándose el montaje de tal elemento en la zona inferior o de arranque (2), en la zona intermedia (3) y en la coronación (4), montándose en cada zona los oportunos elementos que correspondan para conseguir la torre o cimbra (1).Formwork system to support vertical loads in civil works. The formwork system is based on forming a structure or tower by mounting and joining a series of elements that are: base plates (5) as starting elements to transmit the load to the ground; bracing crosspieces (12) formed by a tube with inverted cups (16) at its ends; frames (17) formed by two vertical uprights, a lower transverse, a superior transverse and a diagonal tube, to transmit the loads from the top to the ground; stiffening diagonals, both vertical (20) and horizontal (24); safety rails (32) movable in place of vertical diagonals (20); upper spindles (36) with heads (40) to support the loads; a console (41) mountable top and side to be able to expand the surface of the structure or to form work walkways, and some arms (27) that allow the union between frames (17) for the chaining of towers or formwork, making the assembly of such element in the lower or starting zone (2), in the intermediate zone (3) and in the coronation (4), the appropriate elements being mounted in each zone to achieve the tower or formwork (1).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200201773A ES2200703B2 (en) | 2002-07-26 | 2002-07-26 | CIMBRA SYSTEM FOR SUPPORT OF VERTICAL LOADS IN CIVIL WORK. |
| PT103000A PT103000A (en) | 2002-07-26 | 2003-07-25 | SYSTEM OF CEMENT FOR SUPPORT OF VERTICAL LOADS IN CIVIL CONSTRUCTION WORKS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200201773A ES2200703B2 (en) | 2002-07-26 | 2002-07-26 | CIMBRA SYSTEM FOR SUPPORT OF VERTICAL LOADS IN CIVIL WORK. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2200703A1 ES2200703A1 (en) | 2004-03-01 |
| ES2200703B2 true ES2200703B2 (en) | 2004-12-01 |
Family
ID=31970622
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200201773A Expired - Lifetime ES2200703B2 (en) | 2002-07-26 | 2002-07-26 | CIMBRA SYSTEM FOR SUPPORT OF VERTICAL LOADS IN CIVIL WORK. |
Country Status (2)
| Country | Link |
|---|---|
| ES (1) | ES2200703B2 (en) |
| PT (1) | PT103000A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES170356U (en) * | 1971-06-07 | 1971-11-01 | Soc Francaise Des Echafaudages Self-Lock | Tower for scaffolds. (Machine-translation by Google Translate, not legally binding) |
| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2941239A1 (en) * | 1979-10-11 | 1981-04-23 | Erwin 7980 Ravensburg Föll | SCAFFOLDING |
-
2002
- 2002-07-26 ES ES200201773A patent/ES2200703B2/en not_active Expired - Lifetime
-
2003
- 2003-07-25 PT PT103000A patent/PT103000A/en not_active IP Right Cessation
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
| ES170356U (en) * | 1971-06-07 | 1971-11-01 | Soc Francaise Des Echafaudages Self-Lock | Tower for scaffolds. (Machine-translation by Google Translate, not legally binding) |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2200703A1 (en) | 2004-03-01 |
| PT103000A (en) | 2004-01-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EC2A | Search report published |
Date of ref document: 20040301 Kind code of ref document: A1 |
|
| FG2A | Definitive protection |
Ref document number: 2200703B2 Country of ref document: ES |
|
| GC2A | Exploitation certificate registered application with search report |
Effective date: 20051129 |