HZS24 concrete batching plant technical manual
HZS240商品混凝土搅拌站
HZS240 商品混凝土搅拌站HZS240 商品混凝土搅拌站是一种用于生产混凝土的设备，它是一种大型的混凝土搅拌站，具有高效、稳定、可靠等特点。
该设备广泛应用于大型基础建设，如高速公路、铁路、桥梁、隧道、水利、码头、机场等领域。
设备结构HZS240 商品混凝土搅拌站包括以下几个部分：1.混凝土料仓：用于储存各种混凝土原材料，如水泥、粉煤灰、骨料、沙子等。
料仓容量通常为200吨左右。
2.送料系统：由输送带、链斗式提升机、螺旋输送机等组成，将不同原材料送到混凝土搅拌机中。
3.混凝土搅拌机：是整个设备的核心部分，用于搅拌混凝土。
HZS240型商品混凝土搅拌站的混凝土搅拌机采用双卧轴强制式搅拌机，搅拌效率高，混凝土均匀度好。
4.供料系统：包括计量器、调速器、气动阀、电控系统等，用于对混凝土进行计量和给料。
5.控制系统：整个设备采用自动化控制系统，包括全自动和手动两种操作方式，具有集中控制、自动化生产、人性化操作等优点。
设备性能HZS240商品混凝土搅拌站的特点主要有：•具有高效、稳定、可靠等特点；•设备容量大，生产能力强，每小时可生产240立方米的混凝土；•混凝土搅拌机采用双卧轴强制式搅拌机，搅拌效率高，混凝土均匀度好；•整个设备采用自动化控制系统，操作简便，生产自动化程度高。
设备应用HZS240商品混凝土搅拌站广泛应用于大型基础建设，如高速公路、铁路、桥梁、隧道、水利、码头、机场等领域。
混凝土搅拌站可以生产各种强度的混凝土，满足不同工程的要求。
同时，混凝土搅拌站还可以根据需要进行修改和加工，以满足不同工程建设的要求。
设备优势HZS240商品混凝土搅拌站的优势主要有：1.生产能力强：每小时可生产240立方米的混凝土，满足大型基础建设需要；2.操作简便：整个设备采用自动化控制系统，集中控制、自动化生产、人性化操作；3.产品质量好：混凝土搅拌机采用双卧轴强制式搅拌机，搅拌效率高，混凝土均匀度好，产品质量稳定可靠；4.适用范围广：可以生产各种强度的混凝土，适用于不同工程建设。
衡重式、仰斜式挡土墙施工方案-英文版
METHOD STATEMENTFORRETAINING WALL WORKSSECTION 1A – KINGSTON TO LINSTEADSECTIONCONTENTS TITLE1SCOPE OF METHOD STATEMENT42SCOPE OF WORKS53EQUIPMENT AND MATERIALS5 3。
1 Equipment5 3.3 Materials64REFERENCE DOCUMENTS6 4.1 Specifications6 4。
2 Design Report6 4。
3 Design Drawing7 4。
4 Inspection and Test Plan75CONSTRUCTION AND OPERATION SEQUENCE7 5。
1-5 Operations Sequence7-12 6ACCEPTANCE REQUIREMENTS13 6.1 Visually Testing and Acceptable Tolerance13 6。
2 Test Frequency 13 7ENVIRONMENT AND SAFETY14 APPENDIX A —ENVIRONMENTAL RISK ASSESSMENTAPPENDIX B —SAFETY RISK ASSESSMENTAPPENDIX1 SCOPE OF METHOD STATEMENTThe types of retaining wall includes：Inclined Embankment Retaining Wall ——4606。
0m³/100m of C20 rubble concrete，Inclined Embankment shoulder Retaining Wall—— 1723.1m³/80m of C20 rubble concrete and balance weight retaining wall—-14625.9m³/905m of C20 rubble concrete:Table 1—Embankment Retaining Wall2 SCOPE OF WORKSThe construction procedure is shown as below:2。
HZS50 Concrete Batching Plant
HZS50Concrete Batching PlantConfiguration SheetHZS50混凝土搅拌站构成明细表济南新创工程机械有限公司JINAN XINCHUANG ENGINEERING MACHINERY CO.,LTD.HZS50Concrete Mixing Plant Configuration Sheet序号Item 部件名称Configuration构成项目Specification,type构成项目产地Producing Area数量Qty备注Remarks1骨料配料系统(三斗)Proportioningsystem 储料斗Aggregate bin3X8m3济南新创XINCHUANG1机架（槽钢）Frame济南新创XINCHUANG1储料斗气缸Cylinder QGB63-310-S济南高新华能JINAN3传感器总成Weighing sensor锐马RUIMA4套计量斗（最大称量值3000kg）Aggregate metering bin济南新创XINCHUANG1平皮带机Output conveyorbelt济南新创XINCHUANG1电动滚筒MotorYZ5.5-1.25-400×650博山铭格BOSHAN12提升机构Hoistingmechanism 轨道Track济南新创XINCHUANG1上料架Loading frame济南新创XINCHUANG1料斗Hopper济南新创XINCHUANG1行程开关Spacing switch济南新创XINCHUANG制动电机18.5KwMotor济南新创XINCHUANG13主机架（大截面H型钢制作）Main buildingsteel structure 主机架Main building steelstructure济南新创XINCHUANG1爬梯Steel ladder济南新创XINCHUANG1支腿Pillar济南新创XINCHUANG1搅拌平台Frame济南新创XINCHUANG14卸料斗D ischarge gate 斗体D ischarge gate济南新创XINCHUANG15计量系统（计量传感器均为锐马产品）Weighing system 水泥计量斗（600kg）Meteringbin济南新创XINCHUANG1传感器Sensors锐马RUIMA3卸料门蝶阀Butterfly valve WAM1水计量斗（300kg）Meteringbin济南新创XINCHUANG1传感器Sensors锐马RUIMA3外加剂计量筒（20kg）Metering bin济南新创XINCHUANG1蝶阀GTD671X-10DN=50济南新创XINCHUANG1传感器Sensors济南新创XINCHUANG16主机系统Mixing system 电机Y180M-430KWMotor济南新创XINCHUANG1摆线针轮减速机(P=18.5kW)Driving mechanism(doublemotors泰隆Tailong搅拌装置Mixing mechanism济南新创XINCHUANG气缸QGBZ80-200-S2件Cylinder济南新创XINCHUANG搅拌罐Mixing churn济南新创XINCHUANG漏斗Funnel济南新创XINCHUANG卸料机构Discharge mechanism济南新创XINCHUANG7供水系统Waterweighing system 上水水泵QY40-16-3KW Waterpump济南新创XINCHUANG1管路及配件Pipeline济南新创XINCHUANG18供外加剂系统（循环泵防沉淀装置、不锈钢计量筒）Additiveweighing system 筒仓（1.6m3）Additiveweighing box济南新创XINCHUANG1管路及配件Pipeline济南新创XINCHUANG1供外加剂泵Additive pump济南新创XINCHUANG19气控系统Pneumaticsystem 空压机0.9m3Air compressor豹霸BAOBA2电磁阀Electromagnetismvalve济南新创XINCHUANG1管路、接头及固定件Pipeline济南新创XINCHUANG110控制室（和主楼分开，避免震动、以观察卸料，高档木地板装修）Controlroom 主控制室Control room济南新创XINCHUANG1支架Frame济南新创XINCHUANG11P冷暖空调Air condition济南新创XINCHUANG111电控系统Electric controlsystem济南新创1电器元件Electric controlassistant component施耐德+正泰1信号处理器Manage controlmachine济南新创XINCHUANG1接触器Contactor爱普森1操作台、强电柜Strong electric cabinet 济南新创XINCHUANG1供选用配套设备明细表：序号设备名称构成项目构成项目产地数量备注1粉料仓（SNC100）Powder pot 100t济南新创XINCHUANG22螺旋输送机CementScrew 219X9米济南新创XINCHUANG2。
HZS系列混凝土搅拌站技术参数
HZS系列混凝土搅拌站技术参数1.生产能力：HZS系列混凝土搅拌站的生产能力一般以每小时生产的混凝土方量来衡量。
通常，HZS系列混凝土搅拌站的生产能力从25立方米/小时到240立方米/小时不等，用户可根据具体需要选择适合的生产能力。
2.配置方式：HZS系列混凝土搅拌站的配置方式有两种，分别是半自动配置和全自动配置。
半自动配置需要人工操作控制，适用于一些小型工程；全自动配置由电脑控制，操作更方便，适用于大型工程。
3.配置元件：HZS系列混凝土搅拌站主要由以下几个元件组成：a.集料的供应系统：包括卸料斗、斗式提升机、螺旋输送机等。
这些设备的作用是将骨料输送到称量系统中。
b.混合主机：混合主机是混凝土搅拌的核心设备，主要由搅拌机、输送泵、水泵、气体系统等组成。
混合主机能够将水泥、骨料、水等原料进行混合，产生均匀的混凝土。
c.水泥仓：水泥仓是存放水泥和其他粉状物料的设备，一般由入仓口、出仓口、搅拌器等组成。
d.控制系统：控制系统是整个搅拌站的大脑，负责对各个部件进行监控和控制。
一般包括电控系统和PLC控制系统。
4.电气配置：HZS系列混凝土搅拌站的电气配置主要包括电机、电磁阀、传感器等。
电气配置应符合国家相关标准，保证设备的安全稳定运行。
5.外形尺寸：HZS系列混凝土搅拌站的外形尺寸与生产能力有关，一般为长、宽、高三个方向的尺寸。
外形尺寸需要根据具体的场地情况灵活设置。
6.传输方式：HZS系列混凝土搅拌站的混凝土输送方式主要有皮带输送和螺旋输送两种。
皮带输送适用于长距离、大量的输送；螺旋输送适用于短距离、小量的输送。
以上是关于HZS系列混凝土搅拌站的技术参数，这些参数对于用户选择、操作和维护设备都具有很重要的指导意义。
在选择和使用HZS系列混凝土搅拌站时，需要根据具体的工程需求和实际情况进行合理的配置和调整。
剪矿豆粉微球水泥胶凝保温彩涂剂在现代农业园区的应用
剪矿豆粉微球水泥胶凝保温彩涂剂在现代农业园区的应用随着人们对环境保护的意识增强和对优质农产品需求的不断提高，现代农业园区应运而生。
作为农业生产与生活空间的综合整合体，现代农业园区在提高农产品产量和质量、优化农业生产环境、实现农业可持续发展方面发挥着重要作用。
剪矿豆粉微球水泥胶凝保温彩涂剂作为一种创新型材料，其在现代农业园区的应用具有非常广阔的前景。
首先，剪矿豆粉微球水泥胶凝保温彩涂剂能够有效地改善农业温室环境。
农业温室是现代农业园区中重要的生产设施，其内部环境对植物生长和产量起着决定性的影响。
而剪矿豆粉微球水泥胶凝保温彩涂剂具有良好的保温性能，可有效减少温室内外的温度差异，创造适宜的生产环境。
此外，该材料的保温性能还可以减少能源的消耗，降低温室的运营成本。
其次，剪矿豆粉微球水泥胶凝保温彩涂剂可以提高土壤肥力。
农作物的生长需要一个良好的土壤环境，而现代农业园区往往面临着土壤质量下降、肥力不足等问题。
使用剪矿豆粉微球水泥胶凝保温彩涂剂进行土壤修复能够改善土壤的物理性质，增加土壤保水能力和肥力，提供植物所需的养分。
此外，该材料还具有良好的抗盐碱性能，可以提高土壤抗逆能力，减少外界环境对植物生长的不利影响。
这对于农业园区中的农作物生产和土地保护具有重要意义。
再次，剪矿豆粉微球水泥胶凝保温彩涂剂可以提升农业园区的美观度。
现代农业园区不再仅仅是农业生产的场所，更是农业旅游、休闲观光的重要景点。
而优美的环境和建筑是吸引游客的重要因素之一。
剪矿豆粉微球水泥胶凝保温彩涂剂具有丰富的色彩和质感，能够根据设计需要制作各种美观的装饰面，使农业园区更具视觉冲击力和吸引力。
最后，剪矿豆粉微球水泥胶凝保温彩涂剂可以提高农业园区的耐久性和维护便捷性。
相比传统的保温装饰材料，该材料具有优异的耐候性和耐久性，能够经受住各种气候条件和外界环境的考验。
而且，剪矿豆粉微球水泥胶凝保温彩涂剂的施工和维护相对简单，不需要复杂的设备和工艺，减少了人工和材料资源的投入成本。
衡重式、仰斜式挡土墙施工方案-英文版
METHOD STATEMENTFORRETAINING WALL WORKS SECTION 1A – KINGSTON TO LINSTEADEVISIONTABLESECTIONCONTENTSTITLE PAGE1SCOPE OF METHOD STATEMENT4 2SCOPE OF WORKS5 3EQUIPMENT AND MATERIALS53.1Equipment5 3.3Materials6 4REFERENCE DOCUMENTS64.1Specifications6 4.2 Design Report6 4.3Design Drawing7 4.4Inspection and Test Plan7 5CONSTRUCTION AND OPERATION SEQUENCE75.1-5Operations Sequence7-126ACCEPTANCE REQUIREMENTS13 6.1Visually Testing and Acceptable Tolerance13 6.2Test Frequency13 7ENVIRONMENT AND SAFETY14 APPENDIX A - ENVIRONMENTAL RISK ASSESSMENTAPPENDIX B - SAFETY RISK ASSESSMENTAPPENDIX1 SCOPE OF METHOD STATEMENTThe types of retaining wall includes：Inclined Embankment Retaining Wall --4606.0m³/100m of C20 rubble concrete, Inclined Embankment shoulder Retaining Wall-- 1723.1m³/80m of C20 rubble concrete and balance weight retaining wall--14625.9m³/905m of C20 rubble concrete：Table 1-Embankment Retaining Wall2 SCOPE OF WORKSThe construction procedure is shown as below：Page 4 of 192.1 Construction preparation2.2 Measurement lofting2.3 Excavation of the foundation pit2.4 Bearing capacity testing of foundation2.5 Formwork2.6 Installation of drain pipe2.7 Concrete pouring (placing rubble stone)2.8 Removal of formwork2.9 Concrete curing3 EQUIPMENT AND MATERIAL3.1 Equipment3.2 Material3.2.1 C20 rubble concrete 20955m³3.2.2 Φ50mm PVC pipe 8074.3m3.2.3 Rubble stone 5238m³3.2.4 2cm Board3.2.5 Pre-burying Rebar of Barrier4 REFERENCE DOCUMENTS4.1 Specification《Guide Specifications for Highway Construction, 9th Edition》807 section retaining wall and 808 section concrete structurePage 5 of 194.2 Design Reporti) Preliminary Geological Investigation Report-Outline Design Volume 0 ii) Environmental Management and Monitoring（EMMP）:CHEC-EMMP-S3-001iii) Method Statement Erosion Control/Sediment Mangement（DocumentNo.EC-SM002）iiii) Quality Plan CHEC-NSH-QP-0002-Diiiii) Calculation Sheet for Retaining Walls(to be developed)4.3 Design DrawingsDrawings may be updated; in such case the recent revision will be used. ROWGeneral Layout—Referrence No. S1-3-28Sub-Grade Cross Sections—Refernce No. S1-3-28Retaining Wall Details—Reference No. S1-3-284.4 Inspection and Test PlanInspection and Test Plan for Retaining Wall Works(to be developed)5 CONSTRUCTION AND OPERTION SEQUENCE5.1 Construction Preparation5.1.1Drawing examination and original landscape retest, if anyincorrect drawing or site inconsistency with design is found, make a timely report and arrange review.5.1.2Makeshift road construction，preparation of material stackingfield and material preparation,Construct a temporary construction access, furnish material stacking yard and spare materials.5.2 Survey and Staking-out5.2.1Carry out survey and staking-out, and identify the line ofexcavation boundary.5.2.2Dispose all weeds, rubbish and other obstruction within thescope of retaining wall; dig drainage ditch around foundation trench, and eliminate surface water.5.2.3Make good drainage arrangement before base excavation, duringwhich keep drainage in a good condition, ensuring that water hazard is prevented during construction.Page 6 of 19Page 7 of 195.3 Excavation of Trench Foundation5.3.1Based on the site geological condition, the excavation of foundation trench shall be carried out in section by excavator and hydraulic hammer. When mechanical excavation reaches to 10cm above the designed foundation elevation, restart the survey and staking-out. And then the excavation of foundationshall be excavated and cleaned manually to ensure that the foundation complies with the design and specification requirements (bearing capacity of retaining wall foundation shall comply with the following requirements: 1. For the sandy soil and sand clay, the bearing capacity shall not be less than 250KPa. 2.For the softy rock, the bearing capacity shall not be less than 350KPa. 3. For the tough rock, the bearing capacity shall not be less than 500KPa. )5.3.2Pay close attention to slope stability during excavation. If there is any crack on the top surface soil of the pit edge, reliable support shall be provided immediately.5.3.3The slope rate offoundation trenchis determined by site geological condition and excavation depth, and there should be tilted with slope on foundation bottom, within the range of 0.2:1(slope rate can be properly lowered if rock layer and excavation depth is not deep), but the detailed condition shall be determined by drawing. Foundation excavation dimension is as following:Drawing B2 refers to the width of retaining wall foundation bottom, 1：n is representing excavation slope rate of foundation pit, and n is determined according to geological condition; gravel soil: n=0.75, yellow (clay) soil: n=0.5, rock n=0.3.5.3.4When foundation pit excavation reaches to the designed elevation specified in the drawing, bearing capacity test should be conducted for foundation bottom. If it does not satisfies the design requirement, a foundation treatment plan shall be proposed in accordance withactualdrilling (digging) and soil testing data, and submitted to CHEC Project for review, and revised accordingly as per his/her instruction. Without prior approval from CHEC Project, concrete casting or masonry work is not allowed for excavated foundation pit.5.4 Foundation Wall Casting5.4.1Conduct survey and staking-out shall be based on drawing, andthen identify foundation dimension.5.4.2 Formwork Erection1) The steel formwork shall beadopted, and the formwork with partsmissing or broken is prohibited using.2) Make sure the design, shape, dimension and mutual location ofconcrete structure and each part of components shall be correct.3) The formwork shall possess sufficient strength, rigidity andstability tostand the gravity and lateral pressure of newly-cast concrete as well as various possible loads arising during construction.4) There shall be no cement slurry leakage between formwork joints;contact surface between formwork and concrete shall be clean, and afterwards releasing agent shall be applied, which shall not affect the performance of formwork. The formwork shall be cleaned up and stored as per requirement after dismantling.5) The formwork adopts 50 rack pipes as horizontal band and verticalband, both spacing 50cm, the flank of formwork is fixed to the slope of foundation trench with adjustable top support, with support space 90cm.First assemble formwork in pieces, then assemble in section according to the location of settlement joint, after each section assembly, adjust formwork straight degree with lines on the four sides, fix it only after meeting the quality requirements. In order to ensure the internal width of formwork, wood support, having the same thickness with the wall, is set inside the formwork as internal support, a row of bolts penetrating the wall is set at the upper, middle, bottom, and one support is added to the upper of formwork for anchoring.5.4.3 Concrete Casting1) The following preparation shall be made before casting concrete:Prior to concrete cast, fix formwork, level and tighten joints, clean debris, and discharge ponding water.2)The slump degree of concrete sent to site shall be tested from timeto time, for those not meeting the requirements shall be returned to the batching plant for reprocess, and adding water randomly is prohibited.3) The concrete shall be cast in layer, with thickness not exceeding1m, and the construction joint shall bot be randomly leaved.Page 8 of 194)Concrete placement shall be conducted continuously. When it stopsdue to certain reasons, the interval shall be less than selling time or reshaping time of previous layer concrete.When dumping concrete from higher location, the following requirements shall be satisfied in order to prevent concrete separation: the height shall be controlled within 2m; if the height is over 2m, a conduit or chute shall be put into use.During concrete cast, concrete shall be vibrated from time to time to make it uniformly dense, and vibration is recommended to be carried out vertically by immersion vibrator. Fast insertion and slow withdraw shall execute during vibration. Seamless vibration and non-defects on the concrete surface are recommended.The rubble placed into concrete in the rubble concrete retaining wall shall satisfy the following requirements:（1）Rubble intensity level shall not be less than 30Mpa.（2）Maximum size for rubble stone shall not be more than 1/4 of its depth of the layer, and the minimum size of the rubble stone shall not be less than 15cm.（3）Rubble shall be washed clean before placing.（4）Rubble shall be placed evenly and securely, net distance between rubble shall not be less than 15cm, not less than 25cm between rubble and formwork.（5）The top surface of uppermost rubble shall be covered by concrete layer, with thickness not less than 25cm.（6）Rubble shall be placed manually, and special attention must be paid to rubble so as not to damage formwork and PVC pipe.（7）The volume of rubble shall not exceed 25% of the total volume of rubble concrete.8) After concrete cast completion; cover it with geotechnical fabric for curing, whose duration will not be less than 7 days.5.4.4 Construction Joints Treatment1）Stalagmite shall be placed at each construction joint, to enhance concrete adhesion capacity.2）Artificialchiseling shall be carried out at the smooth spot of construction joint, chiseling area greater than 80% of the total area.5.5 Wall Backfilling and Weep Hole and Settlement Joint Arrangement5.5.1 Clay shall be used for backfilling under the outlet of each layer, 15cm deep for each layer and 30cm high in all, and then tamped manually. OnePage 9 of 19layer of 30cm natural gravel filter layer is filled into retaining wall back, the content of natural gravel ＜5%.5.5.2 When intensity of wall concrete reach more than 70% of the designed intensity, backfilling for retaining wall back shall be conducted to ensure the quality of wall.5.5.3 Wall backfilling shall be conducted and tamped in layer by 15cm. For the part which can’t be tamped by roller, artificial electric tamping compaction is recommended.5.5.4 For the wall above ground, outlet shall be set alternately each 2m. The outlet en trance’s location shall be strictly controlled to ensure that their location is accurate, in straight lines. Φ50mm PVC pipe shall be embedded into the outlet and extended to 10cm deep of wall back, and geo-textile shall be used for packing at the end’s 20cm point. The bottom of outlet shall be 30cm higher than the ground, and permeable geo-textile shall be applied to the inlet. At the same time, control water slope of the outlet at 4% during construction, ensuring smooth drainage of the outlet.5.5.5 One settlement joint shall be provided at each 10-15m interval, with 2cm wide gap. And the gap shall be filled by asphalt oakum, 15cm deep.5.5.6 The material shall be compacted after the excavation of retaining wall completed, and which surface shall be covered by M7.5，thickness 30cm and width 3m rubble stone.6 QUALITY TESTING STANDARD6.1 Visually Testing and Acceptable Tolerance《Guide Specifications for Highway Construction, 9th Edition》DIVISION 700 MATERIAL REQUIREMENTS《Guide Specifications for Highway Construction, 9th Edition》 SECTION 801 EXCAVATION AND BACKFILL FOR MAJOR STRUCTURES《Guide Specifications for Highway Construction, 9th Edition》 SECTION 808 CONCRETE STRUCTURES《Guide Specifications for Highway Construction, 9th Edition》SECTION 809 REINFORCING STEEL6.2 Testing Frequency《Guide Specifications for Highway Construction, 9th Edition》DIVISION 700MATERIAL REQUIREMENTS《Guide Specifications for Highway Construction, 9th Edition》SECTION 801 EXCAVATION AND BACKFILL FOR MAJOR STRUCTURES《Guide Specifications for Highway Construction, 9th Edition》SECTION 808 CONCRETE STRUCTURESPage 10 of 19衡水市中铁建办公大楼室内喷淋《Guide Specifications for Highway Construction, 9th Edition》SECTION 809 REINFORCING STEEL《Inspection Test Plans》（ITP）Attached listconcrete retaining wallinspection item7 ENVIRONMENT AND SAFETYPage 11 of 19衡水市中铁建办公大楼室内喷淋APPENDIX AENVIRONMENTAL RISK ASSESSMENTPage 12 of 19衡水市中铁建办公大楼室内喷淋APPENDIX CSAFETY RISK ASSESSMENTPage 14 of 19。
混凝土搅拌站的设备
觉拌站的规格型号-搅拌站有可分为单机站和双机站，顾名-思义，单机站即每个搅拌站有一个搅拌-主机，双机站有两 搅拌主机，每个搅-拌主机对应一个出料口，所以双机搅拌-站是单机搅拌站生产能力的2倍，双机-搅拌站命名方式是 HZS*,比如-2HZS25指搅拌能力为2*25=50立方米-小时的双机搅拌站。
HZS240混凝士搅拌站-HZS240混凝土搅拌站采用模块化结构-运输、安装、调试快捷方便；计量精确-满足 种高性能混凝土要求。HZS240-混凝土搅拌站采用技术领先的双计算机-同步控制、高性能的硬件配置确保控制稳定可靠，使设备操作方便安全，在-配料机计量准确的情况下能够生产优质-高效的混凝土，受到客户的一致好评和泛青睐。
二、混疑土搅拌站组成-混凝土搅拌垃站主要由搅拌主机、物料称量-系统、物料输送系统、物料贮存系统和控-制系统 5大系统和其他附属设施组成。
1.搅拌主机-搅拌主机按其搅拌方式分为强制式搅拌和自落-式搅拌。-强制式搅拌机是目前国内外搅拌站使用的主流 -它可以搅拌流动性、半干硬性和干硬性等多种混-凝土。-自落式搅拌主机主要搅拌流动性混凝土，目前在-搅拌站中 少使用-强制式搅拌机按结构形式分为主轴行星搅拌机、-单卧轴搅拌机和双卧轴搅拌机。而其中尤以双卧-轴强制式搅 机的综合使用性能最好
4.物料贮存系统-混凝土可用的物料贮存方式基本相同。-骨料露天堆放（也有城市大型商品混凝-土搅拌站用封闭料 ；-粉料用全封闭钢结构筒仓贮存；-外加剂用钢结构容器贮存。
2HZS240混凝土搅拌站配置
XINCHUANG
计量平台 weighing platform 济 南 新 创 1X2
XINCHUANG
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卸料斗
济 南 新 创 1X2
Discharging bin
XINCHUANG
斗体 bin body
济 南 新 创 1X2
XINCHUANG
5
骨料中间储料
1X2
斗 aggregate 骨料储料斗 aggregate storage 济 南 新 创 1X2
XINCHUANG Engineering Machinery Co.,Ltd
Address: Wuyingshan Hill Road Tianqiao District
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新创机械
建设世界
济南新创工程机械有限公司
支架 frame
济 南 新 创 1X2
XINCHUANG
1 匹冷暖空调 AC
ZHENGZHOU
传感器 load cell
RUIMA
1X2
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主机系统（仕高
济 南 新 创 1X2
玛）
XINCHUANG
Mixer（SICOMA） MAO4000 强制式双卧轴主机 仕高玛
1X2
MAO4000 horizontal forced SICOMA
shafts mixer
减速机 reducer 2X75kw
输 送 胶 带 conveying belt 济南
（B=1200）
JINAN
滚筒、纠偏托辊总成
济南新创
expansion cylinder, Position XINCHUANG correcting rollers assembly
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HZS240Concrete Batching Plant
Technical Manual
HZS240混凝土搅拌站配置说明
济南新创工程机械有限公司
一、产品说明
HZS240混凝土搅拌站，配套MAO4000(仕高玛）混凝土搅拌机，采用皮带机上料方式，理论生产率为240m3/h，可搅拌各种类型的混凝土，适用于中等规模以上的建筑施工、水电、公路、港口、机场、桥梁等工程建设及中型混凝土预制品生产厂。
HZS240concrete batching plant,equipped with MAO4000（SICOMA）twin shafts mixer and belt type aggregates charging system,has rated output240m3/h compacted concrete.It can mix various kinds of concrete and suitable for medium size construction sites,power stations,irrigation, highways,airfields,bridges,and medium size factories producing concrete prefabricated parts.
该设备由配料系统、计量系统、搅拌系统、电气控制系统、气路控制系统等组成。
标准配置情况下，可实现四种骨料、两种粉料、一种液体添加剂、水的自动计量及搅拌。
骨料由使用装载机装入骨料仓，粉料由螺旋输送机从粉料仓送入计量秤，水和液体外加剂均由水泵送入计量秤，计量均采用电子秤。
The plant is composed of batching system,weighing system,mixing system,electrical control system,pneumatic control system and etc.Four aggregates,two powders,one liquid additive and water can be automatically scaled and mixed by the plant.Aggregates were loaded to aggregate bin by front loader.Powder is conveyed from silo into weighing scale by screw conveyor.Water and liquid additive are pumped to the scales.All the weighing systems are electronic scales.
整套设备的运行和计量采用微机控制，可实现生产过程的全自动控制、生产管理及报表打印。
The plant is fully automatic controlled by computer with production management and data printing software.
二、主要技术参数Main technical specification
理论生产率240m3/h Rated output:240m3/h
配套主机MAO4000Mixer:MAO4000（SICOMA）
整机功率260kW(不含螺旋和粉料仓)
Total power260kW(not including the silos and screw conveyors)
整机质量140t(不包括水泥仓及螺旋机)
Total weight140t(not including the silos and screw conveyors)
1、骨料配料系统Aggregate batching system
1.1、骨料储料仓Aggregate bins
储料仓容量Aggregate bin volume:4×35m3
上料高度 2.8m（按基础图自建上料坡道）
Feeding height:2.8m(with feeding ramp according to foundation drawing)
1.2、平皮带机Belt conveyor
输送量Capacity700t/h
皮带宽度belt width1200mm
皮带速度belt speed 1.25m/s
功率power7.5kW
1.3、斜皮带机Inclination belt conveyor
输送量capacity700t/h
皮带宽度belt width1200mm
皮带速度belt speed18°和25°皮带为2m/s，45°皮带为1.6m/s 功率power55kW
2、供水系统Water supply system
供水水泵water supply pump功率power7.5kW
流量flow130m3/h
卸水水泵Water discharging pump功率power7.5kW
流量flow100m3/h
3、供外加剂系统Additives system
外加剂储料仓容积Additives tank volume6m3
外加剂泵Additives pump功率power 1.1kW
流量:flow12.5m3/h
4、搅拌系统Mixing system
搅拌主机:Mixer MAO3000（SICOMA）
电机功率:Motor power2×75kW
骨料最大粒径(卵石/碎石)：Aggregate Max.Dia(pebble/crushed)80/60mm
5、计量系统Weighing system
5.1、骨料计量Aggregate scale
最大称量值Max weighing capacity4X4500kg
计量精度Weighing accuracy±2%
5.2、水泥称量Cement scale
最大称量值Max weighing capacity2000kg
计量精度Weighing accuracy±1%
5.3、粉煤灰计量Fly ash scale
最大称量值Max weighing capacity800kg
计量精度Weighing accuracy±1%
5.4、水计量Water scale
最大称量值Max weighing capacity800kg
计量精度Weighing accuracy±1%
5.5、外加剂Additives scale
最大称量值Max weighing capacity50kg
计量精度Weighing accuracy±1%
6.、气路系统Pneumatic control system
空压机Air compressor额定压力：pressure1Mpa
功率：power2X7.5kW
排量：flow 1.6m3/min
7、除尘系统Filter system
轴流风机Axial flow fan功率：power0.55kW
排量：capacity1200m3/h
8、电气系统Electrical system
8.1、系统采用交流380V、50Hz三相四（五）线制供电，供电变压器容量应不小于250kVA；
电气系统包括：强电控制系统、微机控制系统和监控系统三部分。
Adopt AC380V,50Hz three phases five(four)wires power resource,the capacity of the transformer should be more than250kVA.
8.2、微机工作条件Working conditions
工作电源:Working power resource AC220V±10%50Hz
环境温度:Temperature0℃～+40℃
相对湿度:Moisture<85%RH
8.3、控制方式Control mode
手动控制Manual control
自动控制：微机控制Automatic control:computer control
整个生产流程理论生产周期：60s The working circle：60s
9、粉料储存及供给系统Powder material storage and conveying system
9.1、配套水泥仓SNC100Cement silo(特殊订货Order separately)
9.2、配套水泥（粉煤灰）螺旋输送机Ф323X11m
Cement(fly ash)screw conveyor:Φ323X11m（特殊定货Order separately）。