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材料、型钢及填料中英文对照表

材料、型钢及填料中英文对照表
材料、型钢及填料中英文对照表

材料、型钢及填料(中英文对照表一)

材料、型钢及填料(中英文对照)

材料、型钢及填料

3.1 金属材料

3.1.1 黑色金属 Ferrous Metal

碳素钢 carbon steel (CS)

低碳钢 low-carbon steel

中碳钢 medium-carbon steel

高碳钢 high-carbon steel

普通碳素钢 general carbon steel

优质碳素钢 high-quality carbon steel

普通低合金结构钢 general structure low-alloy steel 合金结构钢 structural alloy steel

合金钢 alloy steel

低合金钢 low alloy steel

中合金钢 medium alloy steel

高合金钢 high alloy steel

耐热钢 heat resisting steel

高强度钢 high strength steel

复合钢 clad steel

工具钢 tool steel

弹簧钢 spring steel

钼钢 molybdenum steel

镍钢 nickel steel

铬钢 chromium steel

铬钼钢 chrome-molybdenum steel

铬镍钢 chromium-nickel steel, chrome-nickel steel 不锈钢 stainless steel (S.S.)

奥氏体不锈钢 Austenitic stainless steel

马氏体不锈钢 Martensitic stainless steel

司特来合金(钨铬钴台金) Stellite

耐蚀耐热镍基合金 Hastelloy

铬镍铁合金 inconel

耐热铬镍铁合金 incoloy

20合金 20 alloy

平炉钢(马丁钢) Martin steel

镇静钢 killed steel

半镇静钢 semi-killed steel

沸腾钢 rimmed steel; rimming steel; open-steel

锻钢 forged steel

铸钢 cast steel

铸铁 cast iron (C.I.)

灰铸铁 grey cast iron

可锻铸铁 malleable iron (MI)

球墨铸铁 nodular cast iron; nodular graphite iron 生铁 pig iron

熟铁.锻铁 wrought iron

铸件 casting

高硅铸铁 high silicon cast iron

3.1.2 镀层及制造方法

渗铬钢,镀铬钢 chromized steel

镀铬的 chromium-plated, chrome-plated

镀层 plating

锻造,型钢 swage

锻造的,锻造 forging

轧制 rolling

热轧 hot rolling

冷轧 cold rolling

挤压 extruding

冷加工 cold working

热加工 hot working

拔制 drawing

3.1.3 有色金属Non-ferrous Metal

铝 aluminum

铜,紫铜 copper

黄铜 brass

青铜 bronze

铝青铜 aluminum bronze

磷青铜 phosphor bronze

铝镁合金 aluminum magnesium

锰青铜 manganese bronze

蒙乃尔(注:镍及铜合金) Monel 镍铜台金 nickel copper alloy 非铁合金 nonferrous alloy

钛 titanium

铅 lead

硬铅 hard lead

3.1.4 材料性能

极限强度 ultimate strength

抗拉强度 tensile strength

屈服极限 yield limit

屈服点 yield point

延伸率 percentage elongation 抗压强度 compressive strength 抗弯强度 bending strength

弹性极限 elastic limit

冲击值 impact value

疲劳极限 fatigue limit

蠕变极限 creep limit

持久极限 endurance limit

布氏硬度 Brinell hardness

洛氏硬度 Rockwell hardness

维氏硬度 Vickers diamond hardness, diamond penetrator hardness 蠕变断裂强度 creep rupture strength

断面收缩率 reduction of area

韧性 toughness

脆性 brittleness

延性 ductility

冷脆 cold shortness

冷流 cold flow

3.2 非金属材料 Non-metallic Material

塑料 plastic

丙烯腈—丁二烯—苯乙烯 acrylonitrile-butadiene-styrene (ABS) 聚乙烯 polyethylene (PE)

聚氯乙烯 polyvinyl chloride (PVC)

苯乙烯橡胶 styrene-rubber (SR)

聚丁烯 polybutylene (PB)

聚丙烯 polypropylene (PP)

聚苯乙烯 polystyrene (PS)

氯化聚醚 chlorinated polyether (CPE)

聚酰胺 polyamide (PA)

聚碳酸酯 polycarbonate (PC)

聚甲基丙烯酸甲酯 polymethyl methacrylate (PMMA)

醋酸丁酸纤维素cellulose acetate butyrate (CAB)

氯化聚氯乙烯 chlorinated polyvinyl chloride (CPVC) 聚偏二氟乙烯 polyvinylidene fluoride (PVDF)

缩醛塑料 acetal plastic

尼龙塑料 nylon plastic

聚烯烃 polyolefin (PO)

石墨酚醛塑料 graphite phenolic plastics

聚四氟乙烯 polytetrafluoroethylene (PTFE)

纤维增强热塑性塑料 fiber reinforced thermoplastics 热塑性塑料 thermoplastic

热固性塑料 thermosetting plastics

胶粘剂 adhesive

溶剂胶接剂 solvent cement

树脂 resin

环氧树脂 epoxy. epoxy resin

聚酯树脂 polyester resin

聚酯纤维 polyester fibers

氟塑料 fluoroplastics

聚氨基甲酸酯 polyurethane

丙烯酸树脂 acrylic resin

脲醛树脂 urea resin

呋哺树脂 furan resin

乙烯丙烯二烃单体 ethylene propylene diene monomer (EPDM) 合成橡胶 synthetic rubber

橡胶 rubber

丁腈橡胶 nitrile butadiene rubber

氯丁橡胶 neoprene

天然橡胶 natural rubber

乙丙橡胶 ethylene propylene rubber (EPR)

玻璃 glass

硼硅玻璃 borosilicate glass

耐火砖 fire brick

瓷 ceramic

搪瓷 porcelain enamel

木材 wood

3.3 型材

型钢 shaped steel, section steel, swage

角钢 angle steel

槽钢 channel

工字钢 I-beam

宽缘工字钢或H钢 wide flanged beam

T型钢 T-bar

方钢 square bar

扁钢 flat bar

角钢 hexagonal steel bar

圆钢 round steel. rod

钢带 strap steel

钢板 plate

网纹钢板 checkered plate

腹板(指型钢的立板) web

翼缘(指型钢的缘) wing

3.4 填料及填料函

填料 packing

石棉绳 asbestos rope, asbestos cord.

O形环 O-ring

自密封 self-sealing

四氟带 Teflon tap

带铬镍合金丝的石棉绳 asbestos rope with inconel wire, inconel wire asbestos

浸聚四氟乙烯的石棉填料 Teflon impregnated asbestos packing

金属填料 metallic stuffing

填料箱,填料函 packing box, stuffing box

常用原材料英文缩写与中文名称对照表

常用原材料英文缩写与中文名称对照表A 英文缩写全称 A/MMA 丙烯腈/甲基丙烯酸甲酯共聚物 AA 丙烯酸 AAS 丙烯酸酯-丙烯酸酯-苯乙烯共聚物 ABFN 偶氮(二)甲酰胺 ABN 偶氮(二)异丁腈 ABPS 壬基苯氧基丙烷磺酸钠 B 英文缩写全称 BAA 正丁醛苯胺缩合物 BAC 碱式氯化铝 BACN 新型阻燃剂 BAD 双水杨酸双酚A酯 BAL 2,3-巯(基)丙醇 BBP 邻苯二甲酸丁苄酯 BBS N-叔丁基-乙-苯并噻唑次磺酰胺 BC 叶酸 BCD β-环糊精 BCG 苯顺二醇 BCNU 氯化亚硝脲 BD 丁二烯 BE 丙烯酸乳胶外墙涂料 BEE 苯偶姻乙醚 BFRM 硼纤维增强塑料 BG 丁二醇 BGE 反应性稀释剂 BHA 特丁基-4羟基茴香醚 BHT 二丁基羟基甲苯 BL 丁内酯 BLE 丙酮-二苯胺高温缩合物 BLP 粉末涂料流平剂 BMA 甲基丙烯酸丁酯 BMC 团状模塑料 BMU 氨基树脂皮革鞣剂

BN 氮化硼 BNE 新型环氧树脂 BNS β-萘磺酸甲醛低缩合物 BOA 己二酸辛苄酯 BOP 邻苯二甲酰丁辛酯 BOPP 双轴向聚丙烯 BP 苯甲醇 BPA 双酚A BPBG 邻苯二甲酸丁(乙醇酸乙酯)酯 BPF 双酚F BPMC 2-仲丁基苯基-N-甲基氨基酸酯 BPO 过氧化苯甲酰 BPP 过氧化特戊酸特丁酯 BPPD 过氧化二碳酸二苯氧化酯 BPS 4,4’-硫代双(6-特丁基-3-甲基苯酚) BPTP 聚对苯二甲酸丁二醇酯 BR 丁二烯橡胶 BRN 青红光硫化黑 BROC 二溴(代)甲酚环氧丙基醚 BS 丁二烯-苯乙烯共聚物 BS-1S 新型密封胶 BSH 苯磺酰肼 BSU N,N’-双(三甲基硅烷)脲 BT 聚丁烯-1热塑性塑料 BTA 苯并三唑 BTX 苯-甲苯-二甲苯混合物 BX 渗透剂 BXA 己二酸二丁基二甘酯 BZ 二正丁基二硫代氨基甲酸锌 C 英文缩写全称 CA 醋酸纤维素 CAB 醋酸-丁酸纤维素 CAN 醋酸-硝酸纤维素 CAP 醋酸-丙酸纤维素 CBA 化学发泡剂

建筑材料供应合同中英文

建筑材料供应合同(中英文) 建筑材料供应合同(中英文) CONTRACT OF PURCHASE BUILDING MATERIAL 买方 Buyer (以下简称“买方”hereinafter, the “Buyer”)地址 Address : 电话 Tel : 传真 Fax : 卖方 Seller : 地址 Address : 电话 Tel : 传真 Fax :

本合同经买、卖双方友好协商后在年月日签订。根据本合同签订的条款,买方同意向卖方购买、卖方同意向买方提供下列轻钢结构系统建筑材料一套(以下简称“钢结构”): This Contract is made by and between the Buyer and Seller on ___________, 1997 after friendly negotiations. The Buyer hereby agrees to purchase from the Seller, and the Seller hereby agrees to sell to the Buyer, the following set of metal building system (hereinafter, the “Metal Building System”) on the terms and conditions set forth in this Contract: 第一条项目名称Article 1. Name of Project 1.1 本项目名称为:The name of this project is: 1.2 本项目位于(以下简称“工地现场”)。 This project is located at (hereinafter, “the Site”). 第二条卖方供货范围Article 2. Scope of Supply from Seller 2.1 在提供钢结构时,卖方应负责: In supplying the Metal Building System, the Seller shall be responsible for: 2.1.1 设计并制造供应本项目地面以上的全部钢结构(详见附件一);及 the design and manufacture of this project’s entire above-ground structure (see Attachment 1 for details); and 2.1.2 所提供钢结构部件及材料的□必要包装□运输□运输的保险。

色彩常用术语中英文对照

色彩常用术语中英文对照 2007-08-06 16:48:16 (已经被浏览7次) 一.红色类红色red 朱红vermeil; vermilion; ponceau 粉红pink; soft red; rose bloom 梅红plum;crimson;fuchsia red 玫瑰红rose madder; rose 桃红peach blossom; peach; carmine rose 樱桃红cherry; cerise 桔红reddish orange; tangerine; jacinth; salmon pink; salmon 石榴红garnet 枣红purplish red; jujube red; date red 莲红lotus red 浅莲红fuchsia pink 豉豆红bean red 辣椒红capsicum red 高粱红Kaoliang red 芙蓉红hibiscus red; poppy red; poppy 胭脂红rogue red ; carmine; cochineal; lake 鲑鱼红salmon 玳瑁红hawksbill turtle red 海螺红cadmium orange 宝石红ruby red 玛瑙红agate red 珊瑚红coral 金红bronze red 铁红iron oxide red 铁锈红rust red 镉红cadmium red 铬红chrome red 砖红brick red 土红laterite; reddle 郎窑红lang-kiln red 均红Jun-kiln red 釉底红underglaze red 威尼斯红Venetian red 法国红French vermilion 茜红alizarin red; madder red 洋红carmine; magenta 品红pinkish red; magenta 猩红scarlet red; scarlet; blood red 油红oil red 紫红purplish red; madder red; wine red; wine; carmine;amaranth; claret; fuchsia;

原料名称中英文对照表

英文简称英文全称中文全称 ABA Acrylonitrile-butadiene-acrylate 丙烯腈/丁二烯/丙烯酸酯共聚物ABS Acrylonitrile-butadiene-styrene 丙烯腈/丁二烯/苯乙烯共聚物 AES Acrylonitrile-ethylene-styrene 丙烯腈/乙烯/苯乙烯共聚物 AMMA Acrylonitrile/methyl Methacrylate 丙烯腈/甲基丙烯酸甲酯共聚物ARP Aromatic polyester 聚芳香酯 AS Acrylonitrile-styrene resin 丙烯腈-苯乙烯树脂 ASA Acrylonitrile-styrene-acrylate 丙烯腈/苯乙烯/丙烯酸酯共聚物 CA Cellulose acetate 醋酸纤维塑料 CAB Cellulose acetate butyrate 醋酸-丁酸纤维素塑料 CAP Cellulose acetate propionate 醋酸-丙酸纤维素 CE Cellulose plastics, general 通用纤维素塑料 CF Cresol-formaldehyde 甲酚-甲醛树脂 CMC Carboxymethyl cellulose 羧甲基纤维素 CN Cellulose nitrate 硝酸纤维素 CP Cellulose propionate 丙酸纤维素 CPE Chlorinated polyethylene 氯化聚乙烯 CPVC Chlorinated poly(vinyl chloride) 氯化聚氯乙烯 CS Casein 酪蛋白 CTA Cellulose triacetate 三醋酸纤维素 EC Ethyl cellulose 乙烷纤维素 EMA Ethylene/methacrylic acid 乙烯/甲基丙烯酸共聚物 EP Epoxy, epoxide 环氧树脂 EPD Ethylene-propylene-diene 乙烯-丙烯-二烯三元共聚物 EPM Ethylene-propylene polymer 乙烯-丙烯共聚物 EPS Expanded polystyrene 发泡聚苯乙烯 ETFE Ethylene-tetrafluoroethylene 乙烯-四氟乙烯共聚物 EV A Ethylene/vinyl acetate 乙烯-醋酸乙烯共聚物 EV AL Ethylene-vinyl alcohol 乙烯-乙烯醇共聚物 FEP Perfluoro(ethylene-propylene) 全氟(乙烯-丙烯)塑料 FF Furan formaldehyde 呋喃甲醛 HDPE High-density polyethylene plastics 高密度聚乙烯塑料 HIPS High impact polystyrene 高冲聚苯乙烯 IPS Impact-resistant polystyrene 耐冲击聚苯乙烯 LCP Liquid crystal polymer 液晶聚合物 LDPE Low-density polyethylene plastics 低密度聚乙烯塑料 LLDPE Linear low-density polyethylene 线性低密聚乙烯 LMDPE Linear medium-density polyethylene 线性中密聚乙烯 MBS Methacrylate-butadiene-styrene 甲基丙烯酸-丁二烯-苯乙烯共聚物MC Methyl cellulose MDPE Medium-density polyethylene 中密聚乙烯 MF Melamine-formaldehyde resin 密胺-甲醛树脂 MPF Melamine/phenol-formaldehyde 密胺/酚醛树脂 PA Polyamide (nylon) 聚酰胺(尼龙)

常用建筑中英文对照表

保留建筑EXISTING BUILDING 已建建筑AS-BUILT 新建建筑NEW BUILDING 道路ROADWAY 绿化LANDSCAPE 汽车流线CAR ACCESS 行人流线WALK ACCESS 消防车流线FIRE BRIGADE ACCESS 货车流线TRUCK ACCESS 自行车流线BICYCLE ACCESS 消防车道FIRE WAY 主出入口MAIN ENTRENCE 保安室NO.1 GUARD HOUSE 主出入口 1 EXIT 1 地下车库出口BASEMENT PARKING EXIT 自行车停车场BICYCLE PARKING 自行车停车位BICYCLE STAND 总停车位CAR PARK 其中INCLUDE 地上停车位AT-GRADE CAR PARK 地下停车位UNDERGROUND CAR PARK 空调管线AIR CONDITIONING 强电电缆LV 10KV 弱电电缆ELV 电缆10KV HV 供水管SUPPLY WATER 污水管WASTE WATER 雨水管RAIN WA TER 消防管线FIRE HYDRANT 西门子(中国)总部SIEMENS CENTER BEIJING 说明NOTE 1.本图依据城市道路高程及市政管线标高等 资料并结合场地排水、场地地形、土方平衡 等因素进行竖向设计。 1.THE DRAWING WITH "VERTICAL HEIGHT DESIGN" IS BASED ON CITY ROADWAY ENGINEERING WITH CITY BUREAU PIPELINE HEIGHT INDICATION DOCUMENT SITE DRAINAGE, SITE TOPOGRAPHY, AND SOIL BALANCE ARE INCORPORA TED INTO THE DESIGN. 2.本图所用坐标系统为北京市城市坐标系统, 所用高程为规划高程。 2.THE DRAWING INCORPORATES BEIJING CITY COORDINA TE SYSTEM. ALL THE INDICATIVE HEIGHTS ARE PLANNING HEIGHTS. 3.图中道路横坡按1.5%设计,最小纵坡为 0.2%。 3.ALL THE ROADWAY INDICATED ON THE DRAWING IS BASED ON 1.5%HORIZONTAL SLOPE.THE SMALLEST VERTICAL SLOPE IS 0.2%. 4.图中标注单位均为米。 4.BASIC UNIT OF MEASUREMENT IS METRIC. 保留建筑EXISTING BUILDING 已建建筑AS-BUILT 新建建筑NEW BUILDING 道路ROADWAY 绿化LANDSCAPE 地下车库入口BASEMENT PARKING ENTRANCE 坡道RAMP 消防车道FIRE WAY 紧急出口EMERGENCY EXIT 3 2#保安室NO.2 GUARD HOUSE 停车场PARKING 工程地点位置图SITE LOCATION 图例LEGEND 自行车停车场BASEMENT EXIT 1 BICYCLE PARKING H=4.8M 地下室出入口 2 BASEMENT EXIT 2 主出入口 4 PARKING EXIT 4 主出入口 1 EXIT 1 道路ROADWAY 实土绿化COMPACTED SOIL LANDSCAPE 敷土绿化DEPOSITED SOIL LANDSCAPE 通风井VENTILATION OUTLET 冷却塔(两组) COOLING TOWER(2 UNITS) 紧急通道EMERGENCY ACCESS 绿地LANDSCAPE 围挡BARRIER 停车场PARKING 地下车库出入口PARKING ENTRENCE 主出入口MAIN ENTRENCE 1#保安室NO.1 GUARD HOUSE 说明NOTE 1.图中所标注建筑尺寸为外墙皮尺寸. 1.DIMENSIONS INDICA TED ON THE PLAN ARE MEASURED TO EXTERNAL EDGE OF THE BUILDINGS. 2.建筑的坐标点为轴线交点坐标. 2.ARCHITECTURE COORDINATES = INTERSECTION OF THE BUILDINGS AXIS. 3.本图以米为单位,%%P0.000相当于绝对标 高37.75. 3.METRIC SYSTEMS ARE THE UNIT OF MEASUREMENT. 4.本项目对周边现状及规划建筑日照影响满 足相关法规及规范要求, 即日照时数满足大寒日最低2小时的日照要 求. 4.DESIGN COMPLIES WITH LOCAL REGULATION OF SUN SHADING TO NEIGHBORHOOD. 保留建筑面积EXISTING BUILDING 容 积率PLOT RATIO 建筑占地面积BUILDING COVERAGE 建筑密度BUILDING DENSITY 绿化面积GREEN AREA 绿地率GREEN RATIO 总人数TOTAL USERS 机动车停车位CAR PARK 地上其辆65 65 LOTS ABOVE GROUND 地下辆564 中INCLUDE UNDERGROUND 564 LOTS 200辆自行车停车位BICYCLE STAND 200 LOTS 地上辆200 200 LOTS ABOVE GROUND 服务中心SERVICE CENTRE 1号办公楼OFFICE 1 地上

建筑英语论文--建筑材料的应用--英汉对照

The application of constructional material 建筑材料的应用 The availability of suitable structural materials is one of the principal limitations on the accomplishment of an experienced structural engineer. Early builders depended almost exclusively on wood, stone, brick, and concrete. Although iron had been used by humans at least since the building of the Egyptian pyramids, use of it as a structural material was limited because of the difficulties of smelting it in large quantities. With the industrial revolution, however, came both the need for iron as a structural material and the capability of smelting it in quantity. John Smeaton, an English civil engineer, was the first to use cast iron extensively as a structural material in the mid-eighteenth century. After 1841, malleable iron was developed as a more reliable material and was widely used. Whereas malleable iron was superior to cast iron, there were still too many structural failures and there was a need for a more reliable material. Steel was the answer to this demand. The invention of the Bessemer converter in 1856 and the subsequent development of the Siemens-Martin open-hearth process for making steel made it possible to produce structural steel at competitive prices and triggered the tremendous developments and accomplishments in the use of structural steel over the next hundred years. The most serious disadvantage of steel is that it oxidizes easily and must be protected by paint or some other suitable coating. When steel is used in an enclosure where a fire could occur, the steel members must be encased in a suitable fire-resistant enclosure such as masonry, concrete. Normally, steel members will not fail in a brittle manner unless an unfortunate combination of metallurgical composition, low temperature, and bi-or triaxial stress exists. Structural aluminum is still not widely used in civil engineering structures, though its use is steadily increasing. By a proper selection of the aluminum alloy and its heat treatment, a wide variety of strength characteristics may be obtained. Some of the alloys exhibit stress-strain characteristics similar those of structural steel, except that the modulus of elasticity for the initial linearly elastic portion is about 10,000,000 psi (700,000 kgf/cm*cm) or about one-third that of steel. Lightness and resistance to oxidation are, of course, two of the major advantages of aluminum. Because its properties are very sensitive to its heat treatment, care must be used when riveting or welding aluminum. Several techniques have been developed for prefabricating aluminum subassemblies that can be readily erected and bolted together in the field to form a number of beautiful and well-designed shell structures. This general procedure of prefabrication and held assembly by bolting seems to be the most promising way of utilizing structural aluminum. Reinforced and prestesses concrete share with structural material. Natural cement concretes have been used for centuries. Modern concrete construction dates from the middle of the nineteenth century, though artificial Portland cement was patented by Aspidin, an Englishman, about 1825. Although several builders and engineers experimented with the use of steel-reinforced concrete in the last half of the nineteenth century, its dominant use as a building material dates from the early decades of the twentieth century. The last fifty years have seen the rapid and vigorous development of prestressed concrete design and construction, founded largely on early work by Freyssinet in France and Magnel in Belgium. Plain (unreinforced) concrete not only is a heterogeneous material but also has one very serious defect as a structural material, namely, its very limited tensile strength, which is only of the order of one-tenth its compressive strength. Not only is tensile failure in concrete of a brittle type, but likewise compression failure occurs in a relatively brittle fashion without being preceded by the forewarning of large deformations. (Of course, in reinforced-concrete construction, ductile behavior can be obtained by proper

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