砌砖工程施工方案

砌砖工程施工方案

砌体工程施工方案一工程概况:本工程结构安全等级为二级，地基基础设计等级为乙级。水平多遇地震影响系数amQX=0.6.混凝土结构的环境类别为±0.000以上室外框架及栏板等外露构件为二b类，其余结构构件为一类。±0.000一下凡与水土直接接触的混凝土环境二b类，地下室内墙，内柱为一类。一~二环境的混凝土耐耐久性要求。结构设计使用年限为50年。二、施工准备1．材料(1)砖：砖的品种、强度等级必须符合设计要求，并应规格一致；用于清水墙、柱表面的砖，尚应边角整齐、色泽均匀；有出厂合格证明及试验单；中小型砌块尚应说明制造日期和强度等级。(2)水泥：品种与标号应根据砌体部位及所处环境选择，一般宜采用325号普通硅酸盐水泥或矿渣硅酸盐水泥；应有出厂合格证明和试验报告方可使用；不同品种的水泥不得混合使用。(3)砂：宜采用中砂，不得含有草根等杂物。配制水泥炒浆或水泥混合砂浆的强度等强度等级等于或小于M5时，砂的含泥量不应超过5％。强度等级小于M5时，砂的含泥量不应超过10％。n(1)水：应采用不含有害物质的洁净水。(2)掺合料1)石灰膏：熟化时间不少于7天，严禁使用脱水硬化的石灰膏。2)粘土膏：以使用不含杂质的黄粘土为宜。使用前加水淋浆，并过6mm孔径的筛子，沉淀后才可使用。3)其他掺合料：电石膏、粉煤灰等掺量应经试验室试验决定。(3)其他材料：拉结钢筋、预埋件、木砖、防水粉等均应符合设计要求。2．作业条件(1)基础砌砖前基糟或基础垫层施工均已完成，并办理好工程隐蔽验收手续；(2)首层砖墙、柱，砌筑前，地基、基础工程均已完成并办理好工程隐蔽验收手续；(3)砖砌烟囱砌筑前基础工程已完成，并办理好工程隐蔽验收手续；(4)首层砖墙，柱砌筑前应完成室外回填土及室内地面垫层，安装好所有沟、井盖板，并按设计要求及标高完成水泥砂浆防潮层；(5)砖烟囱砌筑前应完成基础外围四周的回填土施工；n(1)砌体砌筑前应做好砂浆配合比技术交底及配料的计量准备；(2)普通砖、空心砖、灰砂砖、粉煤灰砖等在砌筑前一天应浇水湿润，湿润后普通砖、空心砖含水率宜为10％一15％；灰砂砖、粉煤灰砖含水率宜为5％一8％。不宜采用即时浇水淋砖，即时使用。(3)砌体施工应弹好建筑物的主要轴线及砌体的砌筑控制边线，经有关技术部门进行技术复线，检查合格，方可施工。1)基础砌砖应弹出基础轴线和边线、水平标高；2)首层砖墙、柱砌筑应弹出墙、柱边线、轴线、门窗洞口平面位置线；3)砖烟囱砌筑应根据烟囱的底部尺寸，以烟囱中心为圆心，在基础顶面划出筒身外圆及内衬内圆和烟囱的中心线。(4)楼层砖墙、柱砌筑前，外脚手架已按施工要求搭设完成，并经检查验收符合安全及使用要求；(5)砌体施工：应设置皮数杆，并根据设计要求，砖块规格和灰缝厚度在皮数杆上标明皮数及竖向构造的变化部位；(6)n根据皮数杆最下面一层砖的标高，可用拉线或水准仪进行抄平检查。如砌筑第一皮砖的水平灰缝厚度超过20mm时，应先用细石混凝土找平，严禁在砌筑砂浆中掺填砖碎或用砂浆找平，更不允许采用两侧砌砖、中间填心找平的方法。(1)中小型砌块砌筑前一天．应将预砌中小型砌块墙与原结构相接处浇水湿润，确保砌体粘结。（二）操作工艺A．拌制砂浆(1)根据试验室提供的砂浆配合比进行配料称量，水泥配料精确度控制在±2％以内；砂、石灰膏、电石膏、粘上膏和细磨生石灰粉等配料精确度控制在±5％以内。(2)砂浆应采用机械拌合，投料顺序应先投砂、水泥、掺合料后加水。拌和时间自投料完毕算起，不得少于1.5mm。(3)砂浆应随拌随用，水泥砂浆和水泥混合砂浆必须分别在拌成后3小时和4小时内使用完毕。B．组砌方法(1)砖墙厚度在一砖或一砖以上，可采用一顺—丁、梅花丁或三顺一丁的砌法。砖墙厚度3／4砖时，采用两平一侧的砌法。砖墙厚度1／2砖或1／4砖时，采用全顺砌法。弧形砖墙可采用全丁的砌法。空斗墙仅适用于一砖墙，采用平砌和侧砌相结合，依其立面的砌筑形，有一斗一卧、二斗一卧、三斗一卧和全斗等四种砌法。(2)砖墙(砖砌体)砌筑应上下错缝，内外搭砌，灰缝平直，砂浆饱满，水平灰缝厚度和竖向灰缝宽度一般为10mm，但不应小于8mm，也不应大于12mm。n(3)砖墙的转角处和交接处应同时砌筑，对不能同时砌筑而又必须留置的临时间断处应砌成斜搓，实心砖墙的斜槎长度不应小于高度的2／3（图7-1）如临时间断处留斜槎确有困难时，除转角处外，也可留直槎，但必须做成阳槎，并加设拉结筋，拉结筋的数量按每12cm墙厚放置一根直径6mm的钢筋，间距沿墙高不得超过50cm，埋入长度从墙的留槎处算起，每边均不应小于50cm，末端应有90°弯钩（图7-2）注：抗展设防地区建筑物的临时间断处不得留直槎。(4)隔墙和填充墙的顶面与上部结构接触处宜用侧砖或立砖斜砌挤紧。(5)每层承重墙的最上一皮砖，应用丁砌层砌筑。梁及梁垫的下面、砖砌体的阶台水平面上以及砖砌体的挑出层（挑墙、腰线等），应用丁砌层砌筑。C．基础砌砖（1）排砖撂底1)砌体大放脚的撂底尺寸及收退方法，必须符合设计图纸规定。如是一皮一收，里外均应砌丁砖；如是两皮一收，第一皮砌顺砖，第二皮砌丁砖。n2)砌体大放脚的转角处，应按常规放3／4砖，其数量为一砖厚墙放两块，一砖半厚墙放三块，按此类推。(2)砌筑1）基础墙砌筑前，基层表面应清扫干净，酒水湿润。砌筑时如遇基础标高不一致，应从低处砌起，高度差不准超过1.2m。2)基础墙砌筑应依皮数杆先砌转角及内外墙交接处的部份砖，每次砌筑高度不应超过五皮砖，然后才在其间拉线砌中间部分。3)砌基础墙转角及内外墙交接处砖时应随砌随靠平吊直，并应拉通线；240mm墙采用单面挂线，370mm厚以上墙则双面挂线，以确保墙身横平竖直。4)基础大放脚砌至墙身时，要拉线检查轴线及边线，确保基础墙身位置正确；同时要对照皮数杆的砖层及标高，如出现高低差时，应以水平灰缝逐层调整，使墙体的层数与皮数杆相一致。5)基础墙上承托各种穿墙管沟盖板的挑砖及其上一层压砖，均应用于砖砌筑；立缝砂浆要严密饱满、挑檐砖层面标高必须符合设计图纸要求。6)基础墙上的各种预留孔洞及埋件以及接槎的拉结筋，应按设计标高、位置或会审变更要求留置，避免事后凿墙打桐，影响墙体结构性能。7)变形缝两边的墙角应按直角要求砌筑，先砌一边，溢出墙面的砂浆要随砌随刮除；后砌的另一边采用铺缩口灰的方法进行操作，掉入缝内的砂浆及杂物，应及时清除干净。n8)管沟和预留洞口的过梁，其标高、尺寸必须安装准确、底灰饱满；如坐灰超20mm厚时，要用细石混凝土铺垫，过梁两端的搁置长度应相一致。(3)抹防潮层：抹前应将基础墙顶面清扫干净，浇水湿润随即批抹防水砂浆，厚度一般20mm为宜。防水砂浆掺入防水剂份量按砌筑砂浆配合比规定和设计要求确定。D．砖墙砌筑(1)排砖撂底(干摆砖样)：一般外墙第一皮砖撂底时，横墙应排丁砖，前后纵墙应排顺砖。根据已弹出的窗门洞口位置墨线，核对门窗间墙、附墙柱（垛）的长度尺寸是否符合排砖模，如若不合模数时，则要考虑好砍砖及排放的计划，所砍的砖或丁砖应排在窗口中间、附墙柱(垛)旁或其他不明显的部位。(2)选砖：砌清水墙应选择棱角整齐、无弯曲裂纹、颜色均匀、规格基本—致的砖。对于那些焙烧过火变色，轻微变形及棱角碰损不大的砖，则应用于基础及不影响外观的内墙或混水墙上。(3)盘角：砌墙前应先盘角，每次盘角砌筑的砖墙角度不要超过五皮，并应及时进行吊靠，如发现偏差及时修整。盘角时要仔细对照皮数杆的砖层和标高，控制好灰缝大小使水平灰缝均匀—致。每次盘角砌筑后应检查，平整和垂直完全符合要求后才可以挂线砌墙。n(4)挂线：砌筑一砖厚及以下者，采用单面挂线；砌筑一砖半厚及以上者，必须双面挂线。如果长墙几个人同时砌筑共用一根通线，中间应设几个支线点；小线要拉紧平直，每皮砖都要穿线看平，使水平缝均匀一致，平直通顺。(5)砌砖：砌砖宜采用挤浆法，或者采用三一砌砖法。三一砌砖法的操作要领是一铲灰、一块砖、一挤揉，并随手将挤出的砂浆刮去。操作时砖块要放平、跟线，清水墙面砌筑操作过程中，以分段控制游丁走缝和乱缝。经常进行自检，如发现有偏差，应随时纠正，严禁事后采用撞砖纠正。清水墙砌筑应随砌随划缝，划缝深度按图纸尺寸要求进行；如图纸没有明确规定时，一般深度为6—8mm为宜，缝深浅应一致，清扫干净。砌混水墙应随砌随将溢出砖墙面的灰迹块刮除。(6)木砖预埋：木砖应经防腐处理，预埋时小头在外，大头在内，数量按洞口高度确定；洞口高度在1．2m以内者，每边放2块，高度在2—3m者每边放4块。预埋木砖的部位一般在洞口上下四皮砖处开始，中间均匀分布。(7)构造柱做法：凡设有钢筋混凝上构造柱的混合结构，在预放墙身轴线及边线时同时按设计图纸施放好柱的平面尺寸，到砌筑时把构造拄的竖钢筋处理顺直，砖墙与构造柱联结处砌成马牙槎；每一马牙槎沿高度方向的尺寸不宜超过30mm(即五皮砖)。如图(图7-3)。砖墙与构造柱之间应沿墙高每500mm设置2φ6水平拉接钢筋联结，每边伸入墙内不应少于1000mm。如图(图7-4)。n(8)砖过梁砌筑1）平拱式砖过梁：过梁净空跨度范围内排砖砌结时砖块排列数一定要成奇数，并两边对称，砌筑从两端起砌到拱中间合拢，正中一块挤紧；拱脚应伸入墙内不少于3cm，并应有1％的起拱。灰缝应砌成楔形缝。灰缝厚度(如无楔形砖时)上部应不大于15mm，下部应不少于5mm。2)弧拱式砖过梁：砌筑方法基本与平拱相同。不同之处是模扳要做成弧形，灰缝砌成放射状。如用普通粘土砖砌结时，灰缝厚度上部不宜大于25mm，下部不宜小于5mm；如用楔形砖砌筑时，灰缝厚度以8～10mm为宜。3）钢筋砖过梁：砌筑时所配置的钢筋数量，直径应按设计图纸规定，每端伸入支座的长度不得少于240mm，端部并有90°弯钩埋入墙的竖缝内。过梁的第一皮砖应砌成丁砖，并在过梁截面计算高度内(不少于四皮砖或1／4跨度高的范围内)，如设计无具体要求时应用水泥砂浆砌结密实，灰缝饱满。(9)安装过梁、梁垫：安装过梁、梁垫时其标高、位置及型号必须符合设计图纸要求，坐浆饱满；如坐浆厚度超过20mnm时，要用细石混凝土铺垫，过梁伸入两端的支承长度应一致。(10)钢筋混凝土框架围护墙砌筑：对于装配式或现浇式钢筋混凝土框架围护墙砌筑时，可以不另立皮数杆，通常是选译几根有代表性的竖柱在砌墙的一面画好皮数及标高，作为砌筑操作时控制砌体皮数及砌筑高程的统一依据。砌筑过程应将混凝土预留伸出的拉结钢筋埋设在水平缝内。(11)砖挑檐砌筑：砖挑檐要选用边角整齐、颜色均匀、规格一致的整砖砌筑。砌筑时应允从挑檐的两头靠挑檐外边每一挑层底角处拉线，依线砌结中间部分。挑层的下面一皮砖应为丁砌，挑出宽度每次应不大于60mm，总的挑出的宽度应小于墙厚。E．空斗砖墙(1)排砖撂底根据已弹出的墙体平面墨线，在砌筑之前应先进行试摆，不够整砖处，可加砌丁砖，但不得砍凿斗砖。(2)盘角、挂线在砌墙之前首先进行盘角。每次盘角的砌筑高度及操作方法，均砌筑实心砖墙方法相同，每次盘角完成后应经检查复核平整度、垂直度是否符合要求，然后采用单面挂线看平通顺方可砌筑。（3）砌砖空斗砖墙砌筑当设计无规定时，砖墙最低的三皮和最顶的两皮应砌实心砖墙。当墙的上部支承楼板时，楼板文承面至下3—n4皮应砌筑实心砖墙。建筑物的外墙阴阳转角位、丁字墙接头、屋檐和山墙压顶下的两皮砖部分、门窗立边、过梁、宽1m以内的窗间墙、梁和屋架支承处按设计规定部分的预留沟槽洞口、预埋件(如混凝土框架柱伸出锚筋)以及安装卫生器具等的边缘部分，应砌筑实心砖墙。空斗墙附砖垛时，必须使砖垛与墙体每皮相互搭接，并在砖垛处将空斗墙砌成实心砌体。F．砖柱和砖垛（附墙砖柱）（1）砖柱、砖垛组砌方法砖柱一般砌成矩形断面，个别也有砌成圆形，多角形断面。依其断面大小不同的砌法中，应使柱面上下皮砖的竖缝相互错开1/2砖或1/4砖长，柱心无通缝，少砍砖并尽量利用1/4砖，严禁采用先砌四周后填心的包心砌法。砖垛的砌筑，应使垛与墙身逐皮搭接，不得分离砌筑，搭接长度至少为1/2砖长。根据错缝需要可加砌3/4砖或1/2砖。（2）排砖摞底砖柱和砖垛在砌筑之前都要进行排砖撂底。根据施工平面放线定排砖的方法及砍砖的规格，对整个砌筑过程的安排起到一个预先规划的作用。（3）砌筑n单独的砖柱砌筑，可立固定的皮数杆，或用流动的皮数杆进行操作及检查高低的情况。当几个或多个砖柱均在一条直线上时，可先砌两头的砖柱，然后拉通线，依线砌中间部分的砖柱。砌筑时可采用三一砌砖法或满门灰法进行操作。最下面几皮砖一定要吊直(垂直)，防止砖柱发生扔曲或砖缝不水平等现象。每天的砌筑高度应控制不大于1.8m，每砌完一步架高要刮缝、清扫柱面。有网状配筋的砖柱，砌入的钢筋网在柱的一侧要露出1—2mm．以便检查。砖垛砌筑时，墙和垛要同时进行，不能先砌墙后砌垛，也不能先砌垛后砌墙，其操作要求与墙体相同。G．中小型砌块墙的砌筑（1）组砌方法采用主规格砌块为主，攘砖为次，砌块应错缝搭接。搭砌长度不得小于块高的1/3，也不应小于15cm。（2）排砖撂底根据墙体施工平面放线和设汁图纸上的门、窗位置大小、层高、砌块错缝、搭接的构造要求和灰缝大小，在每片砌块培砌筑前应按预先绘制好的墙曲砌块排列图把各种规格的砌块和需要镶砖的规格尺寸进行排列摆放、调整。把每片墙需要修改部分记录在立面排列图上，以供实砌使用。（3）砌筑中小型砌块墙体的砌筑，应从外墙的四角和内外墙的交接处砌起，然后通线全墙面铺开。砌筑时应采用满铺满坐的砌法，满铺砂浆层每边宜缩进砖墙边10一15mmn(避免砌块坐压砂浆流溢出墙面)，用摩擦式夹具吊砌块依照立面排列图就位。待砌块就位平稳并松开夹具后即用垂球或托线板调整其垂直度，用拉线的方法检查其水平度。校正时可用人力轻微推动或用撬杠轻轻橇动砌块，重量在150kg以下的砌块可用木锤敲击偏高处，镶砖补缺工作与安装坐砌紧密配合进行。竖向灰缝可用上浆法或加浆法填塞饱满，随后即通线砌筑墙体的中间部分。(4)砌块与实心培柱相接砌块与实心墙柱相接位置，应按设计图纸规定处理。如设计没规定时，可预留2φ6钢筋作拉结筋，拉结筋沿墙高的间距为500mm，两端伸入墙(柱)内各不少于700mm。铺浆时将钢筋理直铺平。(5)砌块培的加固措施墙体的加固措施，应按设计图说明进行处理，若设计无明确规定时，当墙体高度大于3m时，应沿每1.5m高度范围通长加设2φ8或3φ6钢筋水平带。当墙体水平长度大于8m时，应设钢筋混凝土构造柱。构造柱间距不大于8m，柱截面不小于180mm×240mm，配置纵向钢筋不小于4φ12，水平箍筋直径φ4～φ6，间距不宜大于25mm，柱与墙之间应沿每500mm高度设置2φ8拉结钢筋，钢筋两端伸入墙内应不小于1000mm。构造柱和圈梁应在砌墙后才进行浇注，以加强墙体的整体稳定性。(6)砌块与门口联结n1)当采用预留洞口时，将预制好埋有木砖或铁件的砌块按洞口高度在2m以内每边砌筑三块，洞口高度大于2m时砌四块，用作安装固定门框用。2)当采用先立框时，门框外侧面应作防腐处理，每侧钉设三个(门高超过2m时四个)磨耳码，砌筑时在校正门框的位量及垂直度后用砂浆固结。3)门洞上方两边过梁支座范围应用粘土砖砌筑不少于四皮的实心砖墙，以防应力集中导致出现裂纹。(7)砌块与窗口联结砌块与窗口的联结方法，基本上与门口的联结方法相同。(8)砌块墙顶支承预制构件的处理砌块墙顶需承托预制构件梁、檩条、楼板等时，其上砌筑的粘土实心砖墙皮数高度除按设计规定外，顶上的一皮砖应用丁砖砌筑。(9)砌块墙与梁底(或板底)的联结当砌块墙与梁底(或板底)的联结设计图纸没有明确规定时，可分别采用如下的两种方法：1)沿粱底(或板底)要浇注混凝土时，每1.5m水平长度顶留2φ6拉结筋伸入墙一皮砌块高度的竖向灰缝内，与砌筑砂浆固结成整体。2)当梁底(或板底)没有预留拉结筋时，在墙顶与梁底(或板底)之间，用粘结砂浆斜砌一层(60°)粘土砖上下顶紧、灌浆堵实。H．砖烟囱的砌筑(1)浇砖、拌制砂浆砖烟囱砌筑前的浇砖、拌制砂浆的方法和要求均与实心砖墙砌筑前的做法相同。n(2)组砌方法简壁应采用丁砖砌筑，当筒壁外径大于5m时，亦可采用顺砖和丁砖交替砌筑。当筒壁厚度不少于1.5块砖时，内外层可使用半截砖，但小于1／2砖的碎砖块不得使用。衬壁厚度等于或大于一砖以上者，采用顺砖和丁砖交替砌筑。等于半砖厚者．采用顺砖砌筑。(3)排砖撂底根据已弹出的简身墙边线，进行试摆干砖用以调节垂直灰缝的宽度以及烟囱坡度随着高度的变化、半径收缩的情况面对使用加工砖的比例上加以调整。（4）选砖和砖加工砌砖用砖的挑选方法及要求均与砌实心清水砖墙前的做法相同。另为了保证烟囱的砌筑质量，应按筒身高度分成若干段、计算出加工成丁砌的异型砖种类与数量，然后将标准砖按需要的尺寸对砖的一个侧面进行加工(如无预先订制异型砖才采用此法)。(5)砌砖n1)筒壁。砌筑时先将基础杯口顶面砌体接触位置清扫干净，洒水湿润，然后均匀铺上一层砂浆，按排砖撂底确定的方案采用挤浆法进行砌筑。如垂直灰缝仍不饱满，即用加浆法进行补浆，严禁用水冲浆灌缝。砖层力求水平或稍向烟囱中心倾斜，墙体厚度应符合设计要求，每砌完一皮砖层后应检查校核一次，无误后才继续下皮砖层的砌筑。砌体上下层的环向缝应交错1/2砖，辐射缝交错1/4砖(异型砖应交错其宽度的1/2)。砌体的垂直灰缝宽度和水平灰缝厚度平均应为10mm，灰浆应饱满。对烟囱的中心线垂直度和半径，应每砌筑1.25m高度检查一次。检查的方法是用大线锤对准中心桩的中点，根据囱身所在高度用引尺检验圆周长及断面半径，用坡度托线板找斜并用水平尺找平。如圆周及断面半径稍点偏差，但未超过允许范围时，须在以后砌筑中逐皮纠正。当砌至烟道洞口拱时，要再作全面一次检查、如有偏差应在砌筑拱旋前校正。当烟囱压顶砖砌完后，即以规定配合比的水泥砂浆抹平压光。烟囱外墙面的勾缝按具体情况确定，如用外脚手架施工，应每砌三、四皮砖随砌随勾。通常外墙应勾成斜缝，以避免雨水渗入砖缝。内墙回灰缝均应随砌随刮平。2)内衬。内衬的砌筑，多采用主体分段作业法。若内衬与筒身属同类型砖时，一般与筒身同时进行砌筑。若属不同类型砖或高大砖烟囱采用内竖井架施工时，也可在筒身完成后再砌筑内衬。顺砖砌筑时交错搭接1/2砖，丁砖砌筑时交错搭接1/4砖。灰缝厚度用粘土砖者不超过8mm．用耐火砖个超过4mm。操作时囱身与内衬的空气隔热层内不允许落入砂浆或砖屑。内衬砌筑应按设计图纸规定尺寸，与筒壁内挑出的内挑檐接合处留有适当缝隙。如设计规定须填充隔热材料的，应在内衬每砌4—n5皮砖即填充一次，并轻轻捣实。对于从内衬挑出伸入隔热层内的减荷带及在水平方向按圆周一定弧长上下交错设置的与筒壁相顶接处应留1cm宽的温度缝，以保持内衬稳定的砖块，应按设计规定进行留设。砌筑耐火砖的内衬时，要用小木锤敲打砖块，水平和垂直灰缝要保证密实，以微烟不进缝为准。内衬砌筑完毕后，通常刷一度黄粘土浆。如有头缝、长缝不密之处，应加嵌密。烟囱底部铺砖砌筑，应在内衬砌筑完中并拆除脚手架后进行。底砖铺设时，应使每皮砖的灰缝上下错开。3)烟道口。内衬砌到烟道口时，应与烟道两侧的耳墙同时交叉砌筑。当砌至拱脚标高时，根据中心线及标高把预先作好的拱胎模板安上支顶固定。砌筑时从两侧向中心砌筑至砖拱顶合拢，拱顶通常用楔形耐火砖砌筑。—砖厚的拱顶，按砖长立砌．砖与砖之间均匀交错搭接1/4砖，灰缝控制在2—3mm内。以不大于4mm为宜。当拱顶厚为二砖时，则应在砌完第一层拱砖后，用M5强度等级的水泥砂浆找平，再砌上层拱砖。烟道与锅炉房及筒壁接合处按设计图纸要求留沉降缝，缝隙用石棉绳或石棉板堵塞，最后进行烟道底面的铺砖。4)附设铁件安置。砖烟囱的铁爬梯、铁围栏及其他埋件，应经先涂刷红丹或氧化铁红防锈漆等防锈处理后在筒身砌筑过程中安装，其埋设深度应不小于一砖。烟囱壁上的环向钢箍安装应成水平并紧箍，钢箍的接头应沿烟囱圆周均匀分布，接口螺栓要旋紧。避雷针安装完成后，应用电阻测定器检查电阻、其数值应符合设计要求。（一）质量标准1．保证项目(1)砖的品种、强度等级必须符合设计要求。(2)砂浆品种符合设计要求，强度必须符合下列规定：1)n同品种、同强度等级砂浆各组试块的平均强度不小于1.0fm·k；1)任意一组试块的强度不小于0.75fm·k。(1)砌体砂浆必须密实饱满，实心砖砌体水平灰缝的砂浆饱满度不少于80％。(2)外墙的转角处严禁留直槎，其他临时间断处，留槎的做法必须符合施丁规范的规定。2．基本项目(1)砖砌体上下错缝应符合以下规定：合格：砖柱、垛无包心砌法；窗间墙及清水墙面无通缝；混水墙每间（处）4～6皮砖的通缝不超过3处。优良：砖柱、垛无包心砌法；窗间墙及清水墙面无通缝；混水墙每间（处）无4皮砖的通缝。(2)砖砌体接槎符合以卜规定：合格：接槎处灰浆密实，缝、砖平直，每处接槎部位水平灰缝厚度小于5mm．或透亮的缺陷不超过10个。优良：接缝处灰浆密实，续、砖平直，每处接槎部位水平缝厚度小于5mm，或透亮的缺陷不超过5个。(3)预埋拉结筋应符合以下规定：合格：数量、长度均符合设计要求和施工规范规定，留置间距偏差不超过3皮砖。优良：数量、长度均符合设计要求和施工规范规定．留置间距偏差不超过1皮砖。n(4)留置构造柱应符合以下规定：合格：留置位置正确，大马牙槎先退后进；残留砂浆清理干净。优良：留置位置正确，大马牙槎先退后进，上下顺直，残留砂浆清理干净。(5)清水墙符合以下规定：合格：组砌正确，刮缝深度适宜，墙面整洁。优良：组砌正确，竖缝通顺，刮缝深度适宜一致，楞角整齐，墙面清洁美观。1．允许偏差砖砌体尺寸和位置的允许偏差见表7—l。（二）施工注意事项1．避免工程质量通病(1)基础砌砖1)砌筑砂浆不符合要求，造成原因：a、砂浆配合比不准确，水泥、砂和掺合料没有过秤，计量不准确。b、砂桨搅拌不均匀，搅拌时间没有达到规定的要求。2)基础墙身位移过大。造成原因：大放脚两边收退不均匀，砌至基础墙身时没拉准线校正墙的轴线和边线，或砌筑时没有保持墙身的垂直度。3）墙面不平，造成原因，砌筑墙体时，没按有关规定通准线，或准线挂线不准确。溢出墙面的灰浆没有随砌随刮平。n砖砌体尺寸和位置允许偏差表7-1项目允许偏差（mm）检验方法轴线位置偏移10用经纬仪或位线和尺量检查基础和墙砌体顶面标高±15用水准仪和尺量检查垂直度每层5用经纬仪或吊线和尺量检查全高＜10m10＞10m20表面平整度清水墙、柱5用2m靠尺和楔形尺检查混水墙、柱8水平灰缝平直度清水墙7拉10m线和尺量检查混水墙10水平灰缝厚度（10皮砖累计数）3.8与皮数杆比较尺量检查清水墙游丁走缝20吊线和尺量检查，以底层第一皮转为准门窗洞门（后塞口）宽度±5尺量检查门口高度±15，（-5）预留构造柱截面（宽度、深度）±10尺量检查n外墙上下窗口偏移20用经纬仪或吊线检查以底层窗口为准4)水平灰缝高低不—致。造成原因：盘角(执角)时灰缝厚度不一致、每皮砖没有与皮数杆对平。通淮线时张拉不紧不平直。砌筑时没有左右理顺，留槎处衔接高低不平。5)皮数杆不平。造成原因：抄平(引测)放线时没认真细致，承托皮效杆的木桩不牢固或被碰撞松动；皮数杆竖立完成后，应进行水平标高的复验。6)埋入砌体中的拉结钢筋不符合要求。造成原因：埋入位量不正确，不平直；其外露部分在施工过程中受过碰撞或弯折而没有检查修直。7)留槎不符合要求。造成原因：砌体转角和交接处不能同时砌筑而留槎时没按有关规定砌成梯级斜槎。8)高低台基础砖搭接不合理。造成原因：砌筑高低台基础时，没有从低处向高处砌筑，高低台相接处没有砌成踏步式相接，操作对应从低处砌起，由高台间低台搭接，搭接长度不应小于基础扩大部分的高度。9)砌体临时间断处的高度差过大。造成原因：砌体临时间断处的高度差，砌筑时没按照有关规定控制在一步脚手架的高度范围之内。(2)砖墙砌筑n1)墙身轴线位移。造成原因：在砌筑操作过程中，没有检查校核砌体的轴线与边线的关系，以及挂准线过长而未能达到平直通光一致的要求。2)水平灰缝厚薄不均。造成原因：在立皮数杆(或框架柱上画水平线)标高不一致，砌砖盘角的时候每道灰缝控制不均匀，砌砖准线没拉紧。3)清水墙面游丁走缝。造成原因：砖的长、宽尺寸误差较大，砌前没有进行实测及挑选，排砖撂底时没有把竖缝排列均匀，或没将窗口位量引出，使砖的竖缝尽量与窗口边线相齐，在砌筑操作过程中，没有注意到丁砖的中线必须与下层条砖的中线相重合而造成丁砖游动，上下竖缝发生错位；没有在沿墙面每隔2m间距左右竖缝处用托线板吊直弹线向上引伸作为控制游丁走缝的基准。4)同一砖层的标高差一皮砖的厚度。造成原因：砌筑前由于基础顶面或楼板面标高偏差过大而没有找平理顺，皮数杆不能与砖层吻合；在砌筑时．没有按皮数杆控制砖的皮数。5)混水墙曲粗醋。造成原因：砌筑时半头砖集中使用造成通缝，一砖厚墙肯面平直度偏差较大；溢出墙面的灰渍(舌头灰)未刮平顺。6)清水墙面勾缝污染。造成原因：勾缝砂浆不平，深浅不一致，开裂脱落；堵脚手架眼用砖与原墙面砖色泽不一致，补缝砂浆不饱满；采用加浆勾缝时，被水泥砂浆弄脏墙面或墙由过湿，扫缝时墙面被砂浆粘污。7)构造柱未按规范砌筑。造成原因：构造柱两例砖墙没砌成马牙槎，没设置好拉结筋及从柱脚开始先退后进；当齿深120mm时上口一皮没按进60mmn后再上一皮才进120mm；落入构造柱内的地灰、砖渣杂物没清理干净。8)拱式过梁立砖不对称。造成原因：砌筑平拱前没有在底板侧面划出砖的块数及灰缝的宽度，砌筑操作时没有从拱两边同时往中间砌筑。9)墙体顶部与梁、板底连接处出现裂缝。造成原因：砌筑时墙体顶部与梁板底连接处没有用侧砖或立砖斜砌(60°)顶贴挤紧。（3）砖烟囱砌筑1）囱身竖向开裂。造成原因：由于砖和水泥的材料质量不符合要求、施工过程中砖末浸水或砂浆饱满度不好，内衬与筒身之间隔气层被残渣填塞等引起，但主要的还是烘烤温度控制不严造成材料温度膨胀差异所致。2)竖向砖缝过大。造成原因：没有按规定对砖进行楔形加工，或采用不符合质量标准的砖砌筑烟囱或采用人工加工楔形砖规格不符合使用要求而造成竖向砖缝过大。(4)中小型砌块墙砌筑1)墙体强度降低出现裂纹。造成原因：砌筑时将已断裂或零星碎砌块夹杂混砌在墙中或镶砖组砌不合理。2)砂浆粘结不牢。造成原因：砌筑砂浆没有按照配合比拌制，强度达不到设计要求，或砌块过于干燥，砌筑前没有洒水湿润。n3)灰缝厚度、宽度不均。造成原因：砌筑时没挂准线或挂线过长而没收紧，造成水平灰缝厚度不均。砌前没进行排砖试摆，或试摆后在砌筑过程没有经常检查上下皮砖层错缝一致，导致竖向灰缝宽度相差较大。4)门窗洞口构造不合理。造成原因：过梁两端压接部位没按规定砌四皮实心粘土砖或放混凝土垫块；门洞顶没加设钢筋混凝土过粱。5)砌体不稳定。造成原因：砌筑时排块及局部做法没按规定排列，构造不合理，拉结钢筋规格、长度没按设计规定位置埋没，墙顶与天花及梁、板底连接不好。1．主要安全技术措施(1)施工前准备工作1)砂浆拌制a．停放机械的地方土质要坚实平整，防止上面下沉造成机械倾侧。b．砂浆搅拌机的进料口上应装上铁栅栏遮盖保护。严禁脚踏在拌和筒和铁栅栏上面操作。传动皮带和齿轮必须装防护罩。c．工作前应作如下检查：检查搅拌页有无松动或磨刮筒身现象。检查出料机械是否灵活。检查机械运转是否正常。d．必须在搅拌页达到正常运转后，方可投料。e．转页转动时，不准用手或棒等其他物体去拨刮和筒口灰浆或材料。f．出料时必须使用摇手柄。不准用手转拌和筒。ng．工作中机具如遇故障或停电，应拉开电闸，同时将筒内拌料清除。h．当混和粉料（如颜料、水泥等混合料）时，应带上口罩。2)淋湿砌块砖、小型砌块等，均应提前在地面上用水淋（或浸水）至湿润，不应在砌块运到操作地点时才进行，以免造成场地湿滑。3)材料运输a．车子运输砖、砂浆等应注意稳定，不得高速跑步，前后车距离应不少于2m；下坡行车，两车距应不少于10m。禁止并行或超车。所载材料不许超出车箱之上。b．车了推进吊笼里垂直运输，装量和车辆数不准超出吊笼的吊运荷裁能力。使用摇臂拔杆时，吊勾要扣牢，拔杆吊运作业时，拔杆下方严禁站人。c．禁止用手向上抛砖运送，人工传送时，应稳递稳接，两人伙置应避免在同一垂直线上作业。d．在操作地点临时堆放材料时，当在地面时，要放在平整坚实的地面上，不得放在湿润积水或泥土松软崩裂的地方。当放在楼面板或桥道时，不得超出其设计荷载能力，并应分散堆置，不能过分集中。基坑0.5～1.0m以内不准堆料。4)安设活动脚手架an．安设活动脚手架，当安装在地面时，地面必须平整坚实，否则要夯实至平整不下沉，或在架脚铺垫枋板，扩大支承面。当安设在楼板时，如高低不平则应用木板楔稳，如用红砖作垫则不应超过两皮。地面上的脚手架大雨后应检查有无变动。b．脚手架间距按脚手板(桥枋)长度和刚度而定，脚手板不得少于两块，其端头须伸出架的文承横杆约20cm，但也不许伸过太长做成悬臂(探头板)；防止重量集中在悬空部位，造成脚手板“翻跟斗”的危险。c．当活动脚手架提升至2m时，架与架之间应装设交叉拉杆以加强联结稳定。d．两脚手板(桥枋)相搭接时，每块扳应各伸过架的支承横杆；严密注意不要将上一块扳，仅搭在下一块板的探头(悬空)的部分。如用钢筋桥枋代替脚手板时，应用铁线与架扎牢．以防滑动。e．脚手板每块上的操作人员不应超过两人，堆放砖块不应超过单行3皮。宜于一块板站人，一块板燃料。f．不许用不稳固的工具或物体在脚手板面垫高操作，更不应在未经设计和经过加固的情况下，在一层脚手架上再叠加一层(桥上桥)。g．提升活动钢管脚手架时，应用9的铁销贯穿内外管孔；禁止随便取铁钉代用。(2)砌砖工程1）砌基础砖时，应检查和经常注意基坑上质变化情况，有无崩裂塌陷现象。当深基坑装设挡板支顶时，操作人员应设梯子上下，小应攀跳。运料不得碰撞支顶，也不应当踩踏砌体和支顶上下。n2)基坑应按土质的坚实程度堆放砖块材料，要离开坑边0.5—1.0m。当发现土壤出现水平或垂直裂缝时，应立即将材料搬远并进行装顶支护工作。3)在经过装顶的深基坑内砌筑，应随砌筑的高度，自下而上将支顶逐层拆除，并应每拆一层，随即网填该层泥土．防止该层基土发生变化。，在坑内工作时，人员应戴上安全帽。操作地段上面应做明显标志警示下面有作业。4)脚手架的高度(站脚处)应低丁砌砖高度。5)不准站在墙上做划线、吊线、清扫墙面等工作，严禁踏上窗台出入平桥。6)砍砖时应向内打砖，防止碎砖落下伤人。7)砌墙在一层以上或高度超过3m时，建筑物外边应搭设排栅平桥并设置安全网及护身栏。8)己砌好的山墙．应临时用联系杆(例如桁条)放置各跨山墙间，联系稳定。如没有这条件，应另行作好支撑措施。(3)砖砌烟囱工程1）砖砌烟囱时必须架设安全网，如在烟囱外上料时，则内外均应设置。有条件时应把安全网挂在操作平台随之上升．如烟囱下设安全网时，网宽(张开范围)应不少于砌筑高度的1/4，且不少于6m。n2)如安全网不可能全部封闭烟囱，当砌筑工作超过3m时，应配带安全带。安全带应牢挂在工作平台的上方稳固而又不妨碍操作的地方，但安全带在使用前要经过质量安全部门检验鉴定。当移动脚手架和工作平台之后，操作人员必须重新扣挂并检查扣挂是否牢靠。3)禁止站立或蹲在烟囱壁上进行操作，如果壁厚超过2.5块砖(62cm)而必须站在上面操作时，则必须扣挂安全带。4)工作中不得将工具、木料砖碎等从高空掉下，砍砖时要向内边打砖。5)烟囱施工范围内应设围栏，防止无关人员进入，其范围半径以10m为宜。上落架附近要搭设防护挡板。上面的工作平台周围和上落笼开口处要设防护栏。6)采用烟囱内脚手架时(即利用在砌筑的烟囱墙身作支承工作台构架的主梁)。主梁每端插入墙身的支承长度不得少于12cm。如用木枋作主梁时，应细心挑选坚硬、无疤节、无裂纹、不霉的良好木材。7)烟囱砌筑到15m以上时，要设置临时避雷针随烟囱砌筑高度而上升，针尖要高出砌筑面2m以上。8)垂直运输的卷扬机位置，要求能直接看到烟囱和上落架，全无视线障碍，同时仰角不应过大以免司机仰望困难。9)如工作平台上无专人指挥吊笼升降时，则必须加设自动限位或行程开关，防止吊笼无限制地上升，造成意外。10）在筒身以外利用拔杆吊运材料时，接料人员不得站在砌体上接料，而必须站在平台上用钩子勾近身边，搁稳后再取料，11)指挥吊笼升降的人员一定要与司机使用统一的信号(可用旗号或对讲机)。n12)一切人员均不能在刚埋设而灰缝砂浆尚未凝固的爬梯上下，防止铁条摇松以致拔出造成高空坠落。13)若以爬梯的形式供操作者上下之用时，必须加设防护栏。每15m高设置临时简易休息台以便中间稍休，避免过度疲劳。14)用钢管外排栅方式施工，应按该项的安全规程执行。15)一切垂直运输设备安装完毕后，要经过超载40％试运输，经检验鉴定后，才能正式投入施工使用。16)烟囱施工时所用的上下笼、卷扬机等机具操作，应遵照各该项的规程执行。17)操作人员应经过医务部门的体检，证明体格适合高空操作者，才允许进行高空作业。18)遇有大风5级以上时，应停止操作。1．产品保护(1)基础砌砖1)基础墙砌结完成后，应加强对轴线桩、水平桩的保护。未经有关人员复查，不得碰撞。2)外露或预埋在基础里的各种管线及其他预埋件，应注意保护，不得碰撞损坏。3)应加强对抗震构造柱预留钢筋和拉结钢筋的保护，不得随意碰撞或弯折。4)基础堵体两侧回填土方时，应同时进行；否则未能回填土方的一侧应加支撑加固。所有顶留管沟墙内应加垫板支撑牢固，防止回填土将墙挤歪挤裂。回填土应分层夯实，严禁向坑槽内采用大量灌水的n“水夯法”。5)回填土方运输时，应先将墙顶铺盖保护好，不得在墙上推车，以免损坏墙顶或碰撞墙体。(2)砖墙砌筑1)墙体的拉结钢筋、抗震构造柱钢筋(框架结构柱预留锚固筋)。大模板混凝土墙体与砌砖墙体交接处拉结钢筋及各种预埋件、各种预埋管线等，均应注意保护，严禁任意拆改或损坏。2)砂浆稠度应适宜，砌砖操作时应防止砂浆流淌弄脏墙面。3)在吊放操作平台脚手架或安装模板时，应防止碰撞已砌结完成的墙体。4)砖过梁底部的模板，应在灰缝砂浆强度达到设计规定的50％以上时，方可拆除。5)砖筒拱在养护期内应防止冲击和振动；砖筒拱模扳应在保证横向推力不产生有害影响的条件下，方可拆移。6)预留有脚手眼的墙面，应用与原墙相同规格和色泽的砖嵌砌严密，不留痕迹。7)在垂直运输上落井架进料口周围，应用塑料纺织布或木板等遮盖，保持墙面洁净。8)尚未安装楼板或屋面的墙和柱，当可能遇大风时，应采取临时支撑加固措施。以确保墙和柱的稳定性。9)雨季施工收工时，应覆盖砌体，以防雨水冲刷。(3)砖烟囱砌筑n1)简壁砌砖操作时，应防止砂浆流溢弄污外壁墙面，并防止砂浆掉入隔热层中造成堵塞。外壁上按设计图纸要求所留的散热通风小孔应保持畅通，防止砂浆阻塞。2)简壁每天砌筑高度不能超过1.8m，以免因砂浆末硬化而造成烟囱发生变形产生偏差。3)当筒壁配置钢筋时，其数量、规格、位置、接头和锚固方法等应按图施工加以妥善保护。4)砌筑过程中经检查发现筒壁出现偏差时，返工不能采用碰撞或撬松砖砌体的调整方法，以免影响砌体的整体性；安装操作平台或脚手架时应防止碰撞砌体。5)雨期施工收工时，应覆盖砌体，以防雨水冲刷；当可能遇台风时，应采取临时支撑加固措施，以确保简体的稳定性。6)因安装临时施工设备预留的脚手眼应用与原墙体相同规格和色泽的砖块嵌砌严密，与原砌体相一致。7)简体的附属设施如外爬梯及围栏、信号灯平台、环向钢箍及避雷针等埋件安装后应做好保护措施确保完好。(4)中小型砌块墙的砌筑1）砌块在装运过程中，应轻装轻放，计算好各房间及各层间数量按规格分别堆放整齐。2)搭拆脚手架时府防止碰坏已砌筑完成的墙体和门窗洞口棱角。3)墙体砌筑完成后，如需增加留孔洞或槽坑时，开凿后墙体有松动或砌块不完整时，必须立即进行处理补强。n4)落地砂浆及镶砖砍落砖碎应及时清除，保持施工场地清净，以免影响下道工序施工。5)门框安装后应将门口框两侧从地(楼)面起300一600mm高度范围钉临时铁皮保护，防止推车子时撞损。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vS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