EP2410109A2 - Clôture d'enceinte - Google Patents
Clôture d'enceinte Download PDFInfo
- Publication number
- EP2410109A2 EP2410109A2 EP11380059A EP11380059A EP2410109A2 EP 2410109 A2 EP2410109 A2 EP 2410109A2 EP 11380059 A EP11380059 A EP 11380059A EP 11380059 A EP11380059 A EP 11380059A EP 2410109 A2 EP2410109 A2 EP 2410109A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- uprights
- fence
- vertical bars
- polyester resin
- glass fiber
- 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.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
- E04H17/1417—Post-and-rail fences, e.g. without vertical cross-members with vertical cross-members
- E04H17/1426—Picket fences
- E04H17/1439—Picket fences with separate pickets going through the horizontal members
Definitions
- the present invention which is intended to be protected as utility model, relates to a fence used for closing, made of non-metallic material.
- this fence is specifically designed for closing and protection of railway lines, it can also be used for any other type of precinct required to be fenced and protected, such as a school, a farm, a port, etc.
- fences used for closing are made mainly of iron.
- the metal fences although they have great strength and resistance, have significant drawbacks, since they are susceptible to corrosion, especially if they are located near the sea, and further require the maintenance of exterior paint and are even stolen to be sold as scrap, etc.
- the present invention describes enclosure fences with a non-metallic composition, which avoids the aforementioned problems while retaining their mechanical properties over their metal counterparts.
- the present invention relates to a fence for urban or rural closings formed by a structure comprising some square section tubes or uprights among which are arranged a series of vertical bars crossed by at least one horizontal bar linking together said vertical bars and also with the uprights.
- Each upright lies on an anchoring part through which the fence is fixed to the ground, wall or surface on which it is located.
- the fence can be as long as desired, inserting uprights every certain number of vertical bars, so that although the fence has a great length is fully threaded through the anchoring parts that support the uprights.
- the fence of the present invention having the structure described above is mainly composed of unsaturated polyester resin and non-alkaline glass fiber strands.
- the percentage of resin of unsaturated polyester resin ranges from 30-55%, but preferably is 50%.
- the percentage of non-alkaline glass fiber on the fence ranges preferably between 40-45%.
- the fence of the present invention has a green color, although it is possible a wide range of colors according to the desired pigmentation.
- the fence is made up of some square section uprights (1) that lie on the anchoring elements (4). These anchoring elements are screwed to the ground, wall or surface where the fence is placed. Between the uprights (1) a series of vertical bars (2) with I-shape section are arranged, which are crossed by two horizontal bars (3), one upper and one lower and which, in turn, pass through the uprights (1). In this preferred embodiment there are ten vertical bars (2) between two uprights (1).
- the fence can be made longer by including a higher number of uprights (1) among which the vertical bars (2) are arranged.
- the fence is composed of 50% of unsaturated polyester resin and 40-45% of non-alkaline glass fiber strands. The rest is formed by other components.
- the fence with this composition in addition to presenting great advantages, as mentioned above, has excellent mechanical properties: tensile strength, resistance, compression strength... comparable to those of iron.
- Example 1 a "tensile strength and density test" on the fence of the present invention is shown.
- the samples consist of two fence elements of about 60 cm in length and 1 m in height. From these samples the test specimens described below were extracted:
- One of the anchor brackets of the fence was carved to obtain a piece of tube with a square section of medial side of 674 mm and 115 mm of length with which its density and compressive strength was determined.
- the tensile strength was determined in a multi-test press with a capacity of 100 kN, similarly to how is described in the UNE-EN 527-5 ISO Standard on determining the tensile properties of unidirectional composite plastics reinforced with fiber. In this test only the value of the maximum stress withstood by the specimens (in MPa) has been collected.
- the compressive strength test of the supports has been carried out in a compression press with a capacity of 3000 kN, applying the load on two opposite planes of the walls of the carved tube, i.e. as if it were a crushing test, similarly to the method described in the UNE-EN 802 Standard for piping systems in plastic materials but determining, in this case, the maximum load (in kN) that the tube withstands in this arrangement before rupture.
- the density has been determined by means of the hydrostatic balance following the widely standardized procedure for many materials such as, for example, that described in the UNE 53526 standard for elastomers.
- Table 1 Test Specimens Maximum tensile strength (MPa) Individual values Mean value TRACTION T1 515.6 487.7 T2 459.8 Table 2 Test Specimens Density (kg/m 3 ) Individual values Mean value DENSITY D11 '1,840 D12 1,840 D21 1,840 1,820 D22 1,770
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fencing (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES201000774U ES1073308Y (es) | 2010-07-20 | 2010-07-20 | Valla para cerramiento |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2410109A2 true EP2410109A2 (fr) | 2012-01-25 |
Family
ID=43384805
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11380059A Withdrawn EP2410109A2 (fr) | 2010-07-20 | 2011-07-19 | Clôture d'enceinte |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2410109A2 (fr) |
ES (1) | ES1073308Y (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU168407U1 (ru) * | 2016-11-16 | 2017-02-02 | Общество с ограниченной ответственностью "ПГМ - Городское Пространство" | Ограждение |
RU171924U1 (ru) * | 2017-01-18 | 2017-06-21 | Общество с ограниченной ответственностью "ТРАНСТЕХКОМПОЗИТ" | Ограждающая конструкция |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU172678U1 (ru) * | 2016-10-28 | 2017-07-19 | Общество с ограниченной ответственностью "Нанотехнологический центр композитов" (ООО "НЦК") | Перила |
-
2010
- 2010-07-20 ES ES201000774U patent/ES1073308Y/es not_active Expired - Fee Related
-
2011
- 2011-07-19 EP EP11380059A patent/EP2410109A2/fr not_active Withdrawn
Non-Patent Citations (1)
Title |
---|
None |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU168407U1 (ru) * | 2016-11-16 | 2017-02-02 | Общество с ограниченной ответственностью "ПГМ - Городское Пространство" | Ограждение |
RU171924U1 (ru) * | 2017-01-18 | 2017-06-21 | Общество с ограниченной ответственностью "ТРАНСТЕХКОМПОЗИТ" | Ограждающая конструкция |
Also Published As
Publication number | Publication date |
---|---|
ES1073308U (es) | 2010-11-30 |
ES1073308Y (es) | 2011-02-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Du et al. | Behavior of rectangular concrete-filled high-strength steel tubular columns with different aspect ratio | |
Yuan et al. | Local buckling and postbuckling strength of extruded aluminium alloy stub columns with slender I-sections | |
CN109184310B (zh) | 一种拉强压弱组合型的支撑结构及支撑系统 | |
Li et al. | Steel plates and concrete filled composite shear walls related nuclear structural engineering: Experimental study for out-of-plane cyclic loading | |
Numan | Design of steel structures | |
EP2410109A2 (fr) | Clôture d'enceinte | |
US20110265419A1 (en) | Metallic tower | |
Yön et al. | Effects of seismic zones and local soil conditions on response of RC buildings | |
Zeynalian et al. | Structural performance of cold-formed steel trusses used in electric power substations | |
Hou et al. | Progressive collapse of RC frame structures after a centre column loss | |
Wang et al. | Tests of aluminum alloy perforated built-up sections subjected to bending | |
Ormeno et al. | Capacity of diaphragm strengthened with FRP: Comparison between ACI 440.2 R and in-situ tests | |
Selvaraj et al. | Structural evaluation of FRP Pultruded Sections in overhead transmission line Towers | |
Hamdy et al. | Punching shear behavior of RC flat slabs strengthened with steel shear bolts | |
Alshimmeri | Structural Behavior of Confined Concrete Filled Aluminum Tubular (CFT) Columns under Concentric Load | |
Thorhallsson et al. | Test of rectangular confined concrete columns for strength and ductility | |
CN109184307B (zh) | 一种组合式支撑结构及支撑系统 | |
Builes-Mejia et al. | Improving the stability of bridge column rebar cages during construction | |
Asawasongkram et al. | Seismic performance evaluation of steel storage racks using experimental results of beam-to-column connection | |
Kuang et al. | Inherent ductility of non-seismically designed and detailed reinforced concrete shear walls | |
EP2733285A1 (fr) | Station de radio | |
CN110080573B (zh) | 一种用于重载、抗振的承压厂房 | |
Alenezi et al. | Strengthen of Cold-Formed Steel Column with Ferrocement Jacket: Push out Tests | |
RU125235U1 (ru) | Ограждение | |
Pham et al. | Direct strength design of cold-formed C-sections for shear |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20150203 |