益膠泥通用技術(shù)條件檢測(cè)

益膠泥通用技術(shù)條件檢測(cè)項(xiàng)目報(bào)價(jià)？??解決方案？??檢測(cè)周期？??樣品要求？

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HG/T 20229-2017化工設(shè)備、管道防腐蝕工程施工及驗(yàn)收規(guī)范

本規(guī)范適用于化工、煤化工和石油化工建設(shè)項(xiàng)目中以鋼、鑄鐵為基體的設(shè)備，管道防腐蝕工程的施工及驗(yàn)收。

CJJ 122-2017游泳池給水排水工程技術(shù)規(guī)程

本規(guī)程適用于新建、擴(kuò)建、改建的游泳池及類似水環(huán)境水池的給水排水工程的設(shè)計(jì)、施工、檢測(cè)、調(diào)試、驗(yàn)收、運(yùn)行、維護(hù)和管理。

JTJ 280-2002港口設(shè)備安裝工程技術(shù)規(guī)范

本規(guī)范適用于新建、改建和擴(kuò)建港口設(shè)備安裝工程的施工及驗(yàn)收。

JTS 202-2011水運(yùn)工程混凝土施工規(guī)范

本規(guī)范適用于水運(yùn)工程永久性水工建筑物所用的素混凝土、鋼筋混凝土、預(yù)應(yīng)力混凝土的施工。水運(yùn)工程中附屬的工業(yè)與民用建筑物所用混凝土的施工可參照?qǐng)?zhí)行。

JTS 215-2018碼頭結(jié)構(gòu)施工規(guī)范

本規(guī)范適用于高樁碼頭、板樁碼頭、重力式碼頭、格形鋼板樁碼頭、斜坡碼頭與浮碼頭等碼頭結(jié)構(gòu)的施工。

SL 27-2014水閘施工規(guī)范

本標(biāo)準(zhǔn)適用于新建、擴(kuò)建、改建及加固水閘工程施工。

SL 172-2012小型水電站施工技術(shù)規(guī)范

本標(biāo)準(zhǔn)適用于裝機(jī)容量0.5～50MW、庫容1000萬m<上標(biāo) 3>以下的4級(jí)、5級(jí)水工建筑物的新建、擴(kuò)建、續(xù)建、除險(xiǎn)加固、技術(shù)改造等。裝機(jī)容量小于0.5MW及4級(jí)、5級(jí)臨時(shí)水工建筑物可參照?qǐng)?zhí)行。

DIN EN 1999-1-1-2014歐洲法規(guī)9:鋁結(jié)構(gòu)件的設(shè)計(jì).第1-1部分:一般結(jié)構(gòu)規(guī)則.德文版本EN 1999-1-1-2007+A1-2009+A2-2013

(1) EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see section 3).NOTE Minimum material thickness may be defined in the National Annex. The following limits are recommended ? if not otherwise explicitly stated in this standard:- components with material thickness not less than 0,6 mm;- welded components with material thickness not less than 1,5 mm;- connections with:o steel bolts and pins with diameter not less than 5 mm;o aluminium bolts and pins with diameter not less than 8 mm;o rivets and thread forming screws with diameter not less than 4,2 mm (2) The following subjects are dealt with in EN 1999-1-1:Section 1: GeneralSection 2: Basis of designSection 3: MaterialsSection 4: DurabilitySection 5: Structural analysisSection 6: Ultimate limit states for membersSection 7: Serviceability limit statesSection 8: Design of jointsAnnex A Execution classes Annex B Equivalent T-stub in tension Annex C Materials selectionAnnex D Corrosion and surface protectionAnnex E Analytical models for stress strain relationshipAnnex F Behaviour of cross section beyond elastic limitAnnex G Rotation capacityAnnex H Plastic hinge method for continuous beamsAnnex I Lateral torsional buckling of beams and torsional or flexural-torsional buckling of compression membersAnnex J Properties of cross sectionsAnnex K Shear lag effects in member designAnnex L Classification of connectionsAnnex M Adhesive bonded connections (3) Sections 1 to 2 provide additional clauses to those given in EN 1990 ?Basis of structural design?. (4) Section 3 deals with material properties of products made of structural aluminium alloys. (5) Section 4 gives general rules for durability. (6) Section 5 refers to the structural analysis of structures, in which the members can be modelled with sufficient accuracy as line elements for global analysis. (7) Section 6 g

DIN EN ISO 13631-2003石油和天然氣工業(yè).封裝往復(fù)式空氣壓縮機(jī)

The document gives requirements and recommendations for the design, materials, fabrication, inspection, testing and preparation for shipment of package skid-mounted, reciprocating, separable or integral compressors with lubricated cylinders and their prime movers, for use in the petroleum and natural gas industries for the compression of hydrocarbon gas.#,,#