纖維增強復合材料橋板檢測

纖維增強復合材料橋板檢測項目報價？??解決方案？??檢測周期？??樣品要求？

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GB/T 29552-2013纖維增強復合材料橋板

本標準規定了纖維增強復合材料橋板(以下簡稱FRP橋板)的術語和定義、分類和標記、原材料、要求、試驗方法、檢驗規則、標志、包裝、運輸和貯存等。本標準適用于拉擠工藝成型的人行橋、車行橋梁或棧橋的玻璃纖維增強復合材料橋板,其他纖維復合材料橋板可參照使用。

BS EN 1994-2-2005歐洲法規 4.復合鋼和混凝土結構的設計.橋梁用通用規則和規則

1.1.1 Scope of Eurocode 4(1) Eurocode 4 applies to the design of composite structures and members for buildings and civilengineering works. It complies with the principles and requirements for the safety and serviceabilityof structures, the basis of their design and verification that are given in EN 1990: 2002 – Basis ofstructural design.(2) Eurocode 4 is concerned only with requirements for resistance, serviceability, durability and fireresistance of composite structures. Other requirements, e.g. concerning thermal or sound insulation,are not considered.(3) Eurocode 4 is intended to be used in conjunction with:EN 1990 Basis of structural designEN 1991 Actions on structuresENs, hENs, ETAGs and ETAs for construction products relevant for composite structuresEN 1090 Execution of steel structures and aluminium structuresEN 13670 Execution of concrete structuresEN 1992 Design of concrete structuresEN 1993 Design of steel structuresEN 1997 Geotechnical designEN 1998 Design of structures for earthquake resistance(4) Eurocode 4 is subdivided in various parts:Part 1-1: General rules and rules for buildingsPart 1-2: Structural fire designPart 2: General rules and rules for bridges.1.1.2 Scope of Part 1-1 of Eurocode 4(1) Part 1-1 of Eurocode 4 gives a general basis for the design of composite structures together withspecific rules for buildings.(2) The following subjects are dealt with in Part 1-1:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Composite joints in frames for buildingsSection 9: Composite slabs with profiled steel sheeting for buildings1.1.3 Scope of Part 2 of Eurocode 4(1) Part 2 of Eurocode 4 gives design rules for steel-concrete composite bridges or members ofbridges, additional to the general rules in EN 1994-1-1. Cable stayed bridges are not fully coveredby this part.(2) The following subjects are dealt with in Part 2:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit statesSection 7: Serviceability limit statesSection 8: Decks with precast concrete slabsSection 9: Composite plates in bridges(3) Provisions for shear connectors are given only for welded headed studs.NOTE: Reference to guidance for other types of shear connectors may be given in the National Annex.