|   CONTENT 目錄     1                 Design basis and conditions     設(shè)計(jì)依據(jù)和條件                                   2 2                 Scope of proposal           項(xiàng)目范圍                                                     4 3                 Performance guarantees     履約保函                                                6 4                 Description of the plant   工廠描述                                                7 4.1    Process description  工藝描述                                                     7 4.2    Electricity and automation電氣和自動(dòng)化                                         11 5                 Main equipment List  主機(jī)設(shè)備清單                                                     16 6                 Project Schedule項(xiàng)目過度表                                                               19 7                 Site service and technology training    服務(wù)與技術(shù)培訓(xùn)                        20      Annex1  Equipment list of the cement line 附件1:水泥生產(chǎn)線設(shè)備清單      Annex2  Process flow sheet       附件2:工藝流程      Annex3  General layout       附件3:總體布局   
 1.   Design basis and conditions   1.1       Locations of the plant:           1.2       Technology way:             dry rotate kiln technology   1.3       Production capacity           1000t/d clinker     1.4       Cement variety                          Ordinary Portland Cement according to  Chinese standard    1.5       Site condition Plant site condition(工廠條件) 1.5.1 Altitude of the site above sea-level(廠址海拔標(biāo)高):60m 1.5.2 Temperature(溫度): Annual average(年平均): Average of the hottest month: Max. (最熱月份平均氣溫:最高):  48 ℃ Average of the coldest month: Min. (最冷月份平均氣溫:最低):   8 ℃   1.5.3 Rainfall (降雨量) Max. (within a hour/day) (最大降雨量:一小時(shí)/天):   2 mm Annual average(年平均):   6 mm Number of rainy days(降雨天數(shù)) : 80 days   1.5.4 Earthquake factor at site(廠區(qū)地震等級(jí)):  No 1.5.5 Max. wind velocities at site(廠區(qū)最大風(fēng)速): 140m/s          1.6       Characteristics of Raw Materials    
| Limestone | CaO | MgO | K2O+Na2O | SO3 | f SiO2 |  
| Limestone 1 | >48 | <3 | <0.6 | <1 | <4 |  
| Limestone 2 | >45 | <3.5 | <0.8 | <1 | <4 |    1.7       Seismic intensity                  < Richter scale 7Characteristics     1.8       A plan and flat land is assumed with the soil bearing capacity of  200 kpa/m2   1.9       Wind pressure                       Pa    1.10    Temperature: yearly average         ℃   1.11    Clinker module    The contractor can specify the raw material proportioning for raw meal, The average components of clinker must be in conformity with the requirements of clinker module.: 承包商可以指定生料配料,熟料的平均成分必須符合熟料模塊的要求: Lime saturation value of clinker:KH=0.89±0.01。 熟料的石灰飽和值:KH = 0.89±0.01 Silica modulus:              SM=2.6±0.1。 二氧化硅模量:SM = 2.6±0.1 Alumina iron modulus:        IM=1.6±0.1。 鋁鐵模數(shù):IM = 1.6±0.1         
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