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    球磨机使用说明书.docx

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    球磨机使用说明书.docx

    1、球磨机使用说明书河南固德重型机器制造有限公司球磨机使用说明书电话:86-371-68185666 传真:86-371-68183666 邮箱:xksb 网址:目录一、球磨机简介3二、主要技术参数6三、球磨机的安装6 1.付底板安装 42.主底板安装93.主轴承及轴承座安装104.筒体安装115.安装轴承盖146.安装润滑系统147.安装传动部148.小齿轮轴组的安装169.安装慢速驱动装置、气动离合器及主电机 1710.二次灌浆 1811.附件安装 18四、试运转181、试运转前的准备工作 182、试运转要求 18五、球磨机的操作、维护和检修191、操作规程 202、维护规程 203、检修规程

    2、 21六、常见故障及处理措施22一、球磨机简介 Introduction of ball mill球磨机是物料被破碎之后,再进行粉碎的关键设备。适用于粉磨各种矿石及其它物料,被广泛用于选矿,建材及化工等行业,可分为干式和湿式两种磨矿方式。根据排矿方式不同,可分格子型和溢流型两种。根据筒体形状可分为短筒球磨机、长筒球磨机、管磨机和圆锥型磨机四种。 Ball mill is the key equipment material being broken, and then to smash . Suitable for all kinds of ores and other materials,

    3、is widely used in mineral dressing, building material industry and chemical industry, etc, can be divided into dry type and wet grinding way. According to the row of ore in different ways, can be divided into grid type and overflow type two kinds. According to the barrel shape can be divided into a

    4、short tube ball mill, long tube ball mill, tube mill, and conical grinding machine.二、主要技术参数 Main technical parameters规格型号Type 筒体转速 (r/min)Speed of rotary装球量(t)Ball load进料粒度(mm)Input size出料粒度 (mm)Output size产量 (t/h)capacity功率(kw)power重量(t)weight900180036-381.5200.075-0.890.65-218.54.69003000362.7200.

    5、075-0.891.1-3.5225.612002400363250.075-0.61.5-4.8301212003000363.5250.074-0.41.6-53712.81200450032.45250.074-0.41.6-5.85513.81500300029.77.5250.074-0.42-57515.6150045002711250.074-0.43-69021150057002812250.074-0.43.5-613024.71830300025.411250.074-0.44-10130281830450025.415250.074-0.44.5-121553218306

    6、40024.121250.074-0.46.5-15210341830700024.123250.074-0.47.5-17245362100300023.715250.074-0.46.5-36210342100450023.724250.074-0.48-43245421830700023.726250.074-0.48-43280502200450021.527250.074-0.49-4528048.52200650021.735250.074-0.414-2637052.82200700021.735250.074-0.415-28380542200750021.735250.074

    7、-0.415-3038056240045002130250.074-0.48.5-60320652700400020.740250.074-0.412-80400942700450020.748250.074-0.412-90430102320045001865250.074-0.425-130800137三、球磨机的安装The installation of the ball mill1.付底板安装 Pay floor installation1).在安装主底板前基础表面应清除杂物、污垢,在施工中不得使基础表面沾染油污。磨机各底板采用付底板(平垫铁)调平方式,所有付底板应在指定位置浇注,用于

    8、底板安装的平面和水平度安装参考。一般相邻付底板之间的距离宜为300800mm,每一个地脚螺栓两侧应放置两个付底板。Before install the bottom foundation surface should be removing debris, dirt, and shall not be made in the construction foundation surface with oil pollution. Between each floor of the mill use pay base plate (flat shim) leveling method, all s

    9、hould pay back plane casting in the location specified, used for installed floor plane and levelness of reference.Generally the distance between the adjacent pay floor appropriate for 300 800 mm, each floor on both sides of the anchor bolt should be placed two pay.2).安装付底板时应清除掉表面防锈油,付底板安装采用座浆法。配制水平砂

    10、浆堆(无收缩细石混凝土)所采用的原材料应符合国家标准钢筋混凝土工程施工及验收规范(修订本)的规定,水平砂浆堆混凝土的强度应高于设备基础一个标号。Installing a pay floor should be cleared surface rust-proof oil, pay floor installation using grouting method. Preparation horizontal slurry pile (no contract) of fine stone concrete raw materials should comply with the national

    11、 standards adopted by the reinforced concrete engineering construction and acceptance norms (revised edition), the level of mortar of concrete strength a label should be higher than the equipment foundation.3).在设置付底板(平垫铁)的混凝土基础部位凿粗糙,并去掉浮浆,每块付底板用四个螺栓固定和调整具体见图4.3.2.3。用精密水准仪配合,通过调整螺母来调整付底板的水平度和标高,付底板的水

    12、平度偏差应小于0.1mm/m,顶面标高应为主底板底面标高或稍低于底面标高,不允许高于主底板底面标高。In setting pay base plate (flat shim) concrete foundation part of the rough cut, and remove the floating cement, each pay floor with four bolts and specific see chart 4.3.2.3 adjustment. Cooperate with precise level, by adjusting nut to adjust the le

    13、velness of the pay floor and elevation, the levelness of the pay floor deviation should be less than 0.1 mm/m, top level should give priority to bottom bottom elevation or slightly below the bottom level, above the main floor bottom elevation is not permitted. 图4.3.2.3 4).付底板调整合格后,用水冲或用压缩空气吹、清除基础上的杂

    14、物,按图4.3.2.4制作安装好模板,并用水浸润混凝土坑约30min,先涂一层素水泥浆,随即将搅拌好的混凝土灌入模板内。灌时应分层捣固,连续捣至浮浆表层。Pay plate adjustment after qualified, flush with water or with compressed air blowing, clear the clutter on the basis, according to the figure 4.3.2.4 installed templates, and water seepage of concrete pit, about 30 min, pu

    15、t a layer of cement paste, and then will be shipped within the template concrete mixture. Irrigation should be layered tamping, continuous dao to float plasma surface.图4.3.2.4付底板座浆示意图Pay plate paste schematic diagram5)付底板座浆混凝土堆凝固后,复测每块付底板水平度和标高。检查合格后清除多余灌浆,夏季盖上草袋并浇水湿润养护,冬季施工应盖上塑料布并加保温措施,还要按规定加早强防冻剂,

    16、至座浆混凝土完全固化(至少需48小时)方可安装主底板,养护期间不得碰撞和震动付底板。Pay floor grouting concrete pile after solidification, retest each pay floor elevation and levelness. Inspection qualified after grouting, remove excess water cover the straw bag in summer and wet curing, winter construction should cover the plastic and insu

    17、lation measures, but also in accordance with the provisions, and early strength antifreeze, to slurry concrete cured (at least 48 hours) to install the base plate, the maintenance period shall not pay plate collision and vibration.2.主底板安装The main floor installation1)安装主底板前先清洗各加工面防锈油和铁锈,去除毛刺,与付底板接触的地

    18、方如有涂漆,必须清理到完全见金属。Each processing surface before you install the floor cleaning rust-proof oil and rust, deburring, where contact with the pay floor paint, if any, must be clear to see the metal completely.2)以设备与主底板连接螺栓孔为基准,划出主底板中心线,并打清晰印坑。用精密水准仪测量每块付底板上表面标高并作记录,同时测量主底板的厚度差,测点在调整斜铁组附近,并记录。Based on eq

    19、uipment connected to the main floor bolt hole, underline the center line of the main floor, and make clear the seal pit. Each pay floor surface elevation is measured with a precise level and records, measuring the thickness of the main floor at the same time, measuring point near the adjustment Angl

    20、e iron group, and record.3)主底板就位前将锈垢油污清除干净的地脚螺栓放入预留套管内,主底板就位的同时穿好地脚螺栓,螺栓应在螺栓孔中间位置。按主底板上表面要求的设计标高确定每堆付底板上垫片厚度,用尽可能少的垫片使底板达到所要求的高度,垫片采用不锈钢钢板。紧固地脚螺栓后,先用精密水准仪、框式水平仪、塞尺测量调整主底板水平度和标高,再用30m长卷尺,挂线调整主底板的纵横向中心线位置和对角线尺寸。主底板和调整垫片之间要全面接触,用塞尺在侧面检查,并从侧面轻轻敲击调整垫片,以不松动为合格,两主轴承的底板的标高相对差应小于0.08/1000(进料端应高于出料端),水平度偏差应小于

    21、0.08/1000(中部应高出两边,不允许出现中间凹下情况),纵横向中心线偏差不超过1.0mm,两主轴承底板中心线平行度偏差不应大于0.08/1000,跨度和对角线偏差应小于1.5mm,筒体与端盖组装后的实际跨度如与设计尺寸存在偏差,在这种情况下应该在取得有关方面同意后,按实际尺寸施工。Before the main floor is in place will rust scale reserve smeary clean anchor bolt into the casing, the main floor is in place at the same time wear good an

    22、chor bolt, bolt should be in the middle of the bolt hole position. According to the requirements of the main floor surface determine the design elevation of each pile to pay base plate thickness of the gasket, as little as possible of the shim plate height required, gasket is made of stainless steel

    23、 plate. Tighten the anchor bolts, with precise level first, box type water level gauge, feeler adjust the main floor, levelness and elevation with a 30 m long measuring tape, hanging line position and adjust the bottom horizontal center line of the diagonal size. Lord will fully contact between base

    24、 plate and the adjusting shim, check with feeler in flank, and tapping the adjustment gasket from the side, in order to not loose as qualified, two of the main bearing floor elevation relative difference should be less than 0.08/1000 () should be higher than the material feed end end, levelness erro

    25、r should be less than 0.08/1000 (central should be higher than that of both sides, not allowed to appear under middle concave), horizontal centerline deviation not more than + / - 1.0 mm, the center line of the two main bearing base plate parallel to the degree of deviation should not be greater tha

    26、n 0.08/1000, span and diagonal deviation should be less than 1.5 mm, the cylinder and the end cover assembly after the actual span, there exist errors such as the size and design, in this case should be in obtain relevant approval, according to the actual construction size4)地脚螺栓紧固后,螺栓垂直度误差在1/1000mm以

    27、内,合格后向地脚螺栓套管内灌入干燥的河沙或填入油麻,在距套管口200mm深时用水泥砂浆封口。地脚螺栓的螺母下面必须加垫圈,地脚螺栓应当用锁紧装置锁紧,可用弹簧垫圈或双螺母,座浆细石混凝土达到设计强度75%以上,才允许拧紧地脚螺栓。After the anchor bolts, bolt verticality error within the 1/1000 mm, after qualified to anchor bolt casing into dry river sand or fill in oil flax, and in 200 mm depth from casing mouth

    28、 sealed with cement mortar. Under the anchor bolt nut must add the gasket, the anchor bolts should be used for locking device locking, spring washer or double nuts are available, and a pulp fine stone concrete meet the design strength of more than 75%, are allowed to tighten the anchor bolts.3.主轴承及轴

    29、承座安装1)安装前应拆卸主轴承,清洗所有部件上的用于运输的保护性涂层。仔细检查所有零件,清除所有可能影响操作的划痕或毛刺。安装主轴承和磨机筒体时,必须特别小心地清除轴承上及轴承座内部管路的任何杂物,并防止杂物进入轴承。铜瓦很容易损坏,表面始终要保护。Before installation should remove the main bearing, clean all the parts on the protective coating for transport. Carefully check all the parts to remove all may affect the operation of the scratch or burrs. Install the main bearing and mill cylinder, must be especially careful to remove the bearing and the bearing seat internal piping,


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