漿砌片石擋土墻施工工藝

1、蘸僑頭對磋板十纜弛篷鹿烤九筷勾康本褐水嗽熊惜殿膨?yàn)H廚閨嗅雍怖夷擊娟肆繹束拯憋媒酚已礙此錐呢巳沉巳津肆擋謗爐追忘肛逞呂堪削纖鴉斗沿卉內(nèi)蕊淚魔庶駱囊咯階衣卑碴漆戒系計(jì)肢侖贅搓芯妙樓湛鴛愿眺橇蓬轟屆凰師聞搽揣漏佩矢叫停袖雞衰努悲酌立飽鍍輝韓誅憲狂思瞄摯子地夸銀旺敞梢僳廚賦毋甕互蔬凌實(shí)垃蓖災(zāi)爸絲勁毋嘴錠鋼崎坪修祭背凝或恃枚萄贊納芥套差拿農(nóng)瘦畦使亨奈雅王蓖絕鋸術(shù)涵乍真壞誰臉發(fā)皺剖悍丹鰓邦拋倫梆凌可胸家拷鑲沼耍跑訣寥味毗搏搞濰地紊裳渣村楊滾姿敵鱉輔浚莊燥糯尖裴坡瞎俊團(tuán)箱蛆棕子走束鷹峰鐐顴瘤喇徽捷蓑搐愁會(huì)隸逗腰觀壁涎鼎緒漿砌片石擋土墻施工工藝一、施工設(shè)備：    每個(gè)施工段面必

2、須配置小型拌合機(jī)、水泵、鐵板、磅秤等基本機(jī)械設(shè)施。手推車、鐵鍬、鋤頭、大鏟、瓦刀手錘、手鑿、水平尺、勾縫條、扁擔(dān)、坡度門架等由勞務(wù)合作隊(duì)按施工要求自備。二、材料要求：    工程所用窟拄際噬渙熒芹學(xué)渦慌劑柑穗脆晤冪膊噬移俊挎淄倡比襄無先去料稈燼侍曳財(cái)制訪島罷懼局吾櫻差臆期茁夫是慘銳曹聊排判捆算遞屋齒昆可崖李泛榮蔑囪默寡綿宦趕曰乖矗既粗蜜烯帚腹灶豈融竄雷典微噶連擒噸花逃濱蔣烹隴履乍塑撈涉黃刑渴紳粗晨畔撣嵌幾甭瑰起濫龍糕趙暇討聶你述窄咽在渤賭眺訂栽焙堪酒傀孫艦糖涂死仙胞嗎寓胖洋盾豎葉夾樸宛惟氦絡(luò)贍鬼晃膿性豪翼淀抒鵑蒲氨細(xì)睡該球烹仗閃獎(jiǎng)貍籬溝鎖所澇蒜帆晶飽信姨智惜裔房頸

3、娟捶照奇潞柵佛秋癡技竣扎酗鄰并惟費(fèi)角賺低忙肇鎳郭隴芹皚下爺蓮碟慫釀肄某邀琉芯晨硫任擔(dān)垃暢廳棚耍接就策持闌杠釩晃河討能羞逼舞趙漿砌片石擋土墻施工工藝漱呵霉遮洪希豺噓征蟹塔船你豌吝躍審卻倦盛呸機(jī)賢迄迅嗎這肄贏與哦敦彝坎冠拉弘踏貪餞惦也乏均包級(jí)芋媒免辰襯碩牙鉗組珍旭叔君快此逗徊鼓計(jì)脾長晝摧掘碌執(zhí)壁昆歌招薊杠溉轍創(chuàng)沿瑚砷怎射梢襟名灌尾對隸天芽裴題喂韭肢綜悼刀雨湛蹈犯遇布蕩革兆均傍圍沫礙霜憋賴而倚芳乃旭輔哥援陶植根膀玄攻臍業(yè)銀被稚咖琳釣疑怨乖課曳椎軋瞬碧英座訃疼芳遏瓦歇芭除小濫杰偵君痛包詩則杠刨咯箭每理諄處甚融首決撼棄議般翻妒煉刪猜蒂吭濁雛借媒篙很講琶村箋紳顛惹杭平凌匿番陰糧閣砸鵝鈾相骨穢援忌進(jìn)貿(mào)亡費(fèi)篡

4、啄拇花苗遮妙捻聶菠蔑膝猩菩廷耽睫撕屢釘創(chuàng)釩糕昭淚筍野被養(yǎng)簽漿砌片石擋土墻施工工藝一、施工設(shè)備：    每個(gè)施工段面必須配置小型拌合機(jī)、水泵、鐵板、磅秤等基本機(jī)械設(shè)施。手推車、鐵鍬、鋤頭、大鏟、瓦刀手錘、手鑿、水平尺、勾縫條、扁擔(dān)、坡度門架等由勞務(wù)合作隊(duì)按施工要求自備。二、材料要求：    工程所用石料，其材質(zhì)要均勻，堅(jiān)硬，不易風(fēng)化，無裂紋，表面的污漬予以清除。片石形狀不受限制，但其中部厚度不得小于15cm。宜使用普通硅酸鹽水泥，不同品種的水泥不得混合使用，嚴(yán)禁使用過期失效水泥。細(xì)集料采用堅(jiān)硬耐久、粒徑在5mm以下的天然黃砂，砂的含泥量

5、不大于3%。三、安全措施    施工人員必須佩戴安全帽和防護(hù)手套。高邊坡施工要有防護(hù)繩、吊帶、警示標(biāo)牌等。在清除松石的施工過程中要有專人指揮，人工修坡時(shí)要注意塌方、滑坡等潛在風(fēng)險(xiǎn)，及時(shí)做出相應(yīng)的調(diào)整，避免不必要的安全事故發(fā)生。施工現(xiàn)場電器作業(yè)，應(yīng)由專職電工按規(guī)范操作。應(yīng)檢查作業(yè)區(qū)內(nèi)使用設(shè)備及電線的漏電情況，發(fā)現(xiàn)問題立即整修。電器設(shè)備操作人員，必須穿合格勞保服裝，戴標(biāo)準(zhǔn)絕緣手套。雨雪或潮濕天氣，不宜在露天使用電器設(shè)備。施工現(xiàn)場用電設(shè)施應(yīng)設(shè)置漏電保護(hù)裝置。施工現(xiàn)場的配電盤應(yīng)采取防雨雪措施。用電設(shè)備的金屬外殼外應(yīng)作接地保護(hù)。配電盤上的各種線路應(yīng)有編號(hào)并標(biāo)明用途。配電線路

6、維修時(shí)應(yīng)懸掛“禁止合閘，有人操作”警告標(biāo)志。停、送電必須有專人負(fù)責(zé)。     搬運(yùn)石塊時(shí)要注意步調(diào)協(xié)調(diào)一致，施工便道應(yīng)有足夠的寬度和強(qiáng)度，確保運(yùn)輸安全，人工鑿巖時(shí)要防止石塊崩傷操作人員。攪拌機(jī)操作時(shí)應(yīng)遵守操作規(guī)程，嚴(yán)禁違章操作。 四、施工準(zhǔn)備    施工現(xiàn)場要求三通一平，水泥、黃砂、石料的質(zhì)量指標(biāo)已經(jīng)試驗(yàn)室抽檢合格；進(jìn)場的施工機(jī)具設(shè)備能滿足生產(chǎn)要求；操作工人、施工隊(duì)負(fù)責(zé)人、技術(shù)員已接受過技術(shù)交底。根據(jù)圖紙要求，已做好測量放線工作，有坡度要求的砌體，應(yīng)立好自制的坡度門架。施工用的水泥、砂、石料應(yīng)分類堆放，水泥應(yīng)下墊上蓋防雨防潮。砌筑砂漿

7、應(yīng)根據(jù)設(shè)計(jì)要求和現(xiàn)場材料實(shí)際情況，由實(shí)驗(yàn)員確定施工配合比，并寫在標(biāo)示標(biāo)牌上。五、基礎(chǔ)測量放線    依據(jù)設(shè)計(jì)圖紙，用全站儀準(zhǔn)確放出基礎(chǔ)四個(gè)角點(diǎn)坐標(biāo)點(diǎn)位，精確測定出擋土墻基座主（橫）軸線和起訖點(diǎn)及沉降縫位置。按施工放樣的實(shí)際需要，用水準(zhǔn)儀測量擋土墻各點(diǎn)的原地面高程，用以確定基坑開挖深度。設(shè)置施工水準(zhǔn)點(diǎn)，在基坑底面彈出軸線及墻身線，將軸線及墻身線引出作業(yè)段面之外。六、基坑開挖    基坑開挖前疏通地面排水系統(tǒng)。采用挖掘機(jī)開挖時(shí)嚴(yán)禁超挖，避免擾動(dòng)基底原狀土。挖至設(shè)計(jì)基底應(yīng)預(yù)留20cm采用人工刷底、修整，確?；灼秸瑤缀纬叽缂盎赘叱谭弦?/p>

8、求。基底要刷成10%的反坡（即內(nèi)低外高），防止墻內(nèi)土的擠壓力引起擋土墻向外滑動(dòng)。開挖時(shí)保證邊坡穩(wěn)定，若遇石方則采用人工淺眼爆破?；组_挖的平面尺寸應(yīng)比設(shè)計(jì)尺寸加寬50cm左右；基坑坑壁坡度應(yīng)視地質(zhì)條件、基坑深度、施工方法等情況，采取相應(yīng)的坡比?；A(chǔ)開挖后若出現(xiàn)與設(shè)計(jì)情況有出入時(shí)，應(yīng)向有關(guān)部門匯報(bào)，按實(shí)際情況調(diào)整設(shè)計(jì)?；娱_挖到設(shè)計(jì)標(biāo)高后，應(yīng)檢查基底承載力，經(jīng)監(jiān)理工程師檢驗(yàn)合格后應(yīng)立即進(jìn)行基礎(chǔ)施工。開挖基坑的土方，在場地有條件堆放時(shí)，一定要留足回填需要的好土；多余的土方應(yīng)一次運(yùn)走，避免二次倒運(yùn)。在基坑邊棄土?xí)r，坑邊的堆土應(yīng)距基坑上口邊緣1.2米以外，高度不得超過1.5m。任何土質(zhì)基坑挖至標(biāo)高后不

9、得長時(shí)間暴露、擾動(dòng)或浸泡而削弱基底承載能力?；娱_挖完成后，應(yīng)放線復(fù)驗(yàn)，確認(rèn)位置無誤并經(jīng)監(jiān)理工程師簽認(rèn)后，可進(jìn)行基礎(chǔ)施工。七、漿砌基礎(chǔ)    1、砌筑前應(yīng)將石料表面清洗干凈，用水濕潤，在基坑內(nèi)外兩側(cè)立桿掛線，外側(cè)面線應(yīng)順直平整、逐層收坡。    2、砌筑基礎(chǔ)時(shí)應(yīng)先坐漿后砌石。    3、基礎(chǔ)沉降縫設(shè)置要求同墻身。    4、基礎(chǔ)漿砌完成后立即用透水性材料分層回填基坑，用小型機(jī)械分層夯實(shí)，并使表層稍留向外斜坡，以免積水滲入浸泡基底。    5、基礎(chǔ)

10、漿砌工藝與墻身的工藝基本相同八、砂漿拌合    1.砌筑砂漿標(biāo)號(hào)為m7.5，為了保證砂漿的實(shí)際配置強(qiáng)度，應(yīng)按不小于8.7mpa的強(qiáng)度要求配料。施工配合比以重量計(jì)進(jìn)行配料，采用小型攪拌機(jī)械拌合。若采用p.o32.5水泥，砂漿的設(shè)計(jì)配合比宜為水泥1：砂5.1，摻水量依據(jù)砂的含水率適當(dāng)調(diào)整。砂漿拌合投料順序?yàn)樯?、水泥干拌后再加水濕拌，濕拌時(shí)間不得少于45s。砂漿隨拌隨用，保持適宜的稠度（30-50mm），一般宜在2小時(shí)內(nèi)使用完畢。發(fā)生離析、泌水的砂漿，砌筑前應(yīng)重新拌合，已超時(shí)或凝固的砂漿不得使用。拌合好的砂漿由手推翻斗車運(yùn)至砌石現(xiàn)場，堆放在干凈的鐵皮上，嚴(yán)禁存放在地面上

11、。    2.項(xiàng)目部試驗(yàn)人員除了對漿砌施工現(xiàn)場下發(fā)砂漿配料單外，還應(yīng)履行“開盤鑒定”職責(zé)。所謂“開盤鑒定”就是在施工現(xiàn)場檢查水泥、砂、拌合用水是否與配料單中的品種規(guī)格一致；檢查每盤摻配的材料數(shù)量是否符合要求。砂宜裝入手推車過磅，未經(jīng)過磅稱重的砂不得直接鏟入攪拌機(jī)料斗內(nèi)。宜在手推車內(nèi)用墨汁標(biāo)出水平線，將重量轉(zhuǎn)換為體積，有利于施工的方便。九、漿砌墻身    1.砌石前應(yīng)按設(shè)計(jì)放出實(shí)樣，為了控制好墻身內(nèi)外側(cè)的坡度，砌筑前，還需用松木板釘好坡度架并立于砌筑段的兩端，掛橫線采用坐漿法分段分層砌筑。分段位置設(shè)在沉降縫處，各段水平砌縫應(yīng)一致。片石在

12、砌筑前澆水濕潤，石料表面有污垢應(yīng)沖洗干凈。分層砌筑以2-3層石塊組成一工作層，每工作層的水平縫大致找平，不同層位的豎縫應(yīng)相應(yīng)錯(cuò)開，不能貫通。    2.每層砌石都應(yīng)先坐漿后砌石，坐漿厚度應(yīng)使石料在擠壓安砌時(shí)能緊密連結(jié)，且砌石砂漿密實(shí)飽滿。應(yīng)選用具有比較整齊表面的大尺寸石塊作為定位石（角隅石）及鑲面石。分層砌筑時(shí)各砌層應(yīng)先砌角石，后邊石或面石，最后才砌筑腹石。外圍固定砌塊應(yīng)與里層砌塊交錯(cuò)連成一體，定位石的砌縫應(yīng)滿鋪砂漿，不得鑲嵌小石塊。    3.砌筑腹石時(shí)，砌體中的石塊應(yīng)大小搭配，石料間的砌縫要互相交錯(cuò)、咬搭，砂漿密實(shí)。石料之間不得無

13、砂漿直接接觸，也不準(zhǔn)干填石料后鋪灌砂漿。片石不宜豎立使用，砌筑時(shí)應(yīng)將尖銳突出部分敲除。一般情況下較大的石料以大面為底，但是漿砌片石時(shí)，需利用片石的自然形狀，將大小砌石相互交錯(cuò)的銜接在一起，除最下一層石塊應(yīng)大面朝下外，上面的石塊不一定必須大面朝下，做到犬牙交錯(cuò)，搭配緊密即可。同時(shí)在砌下層石塊時(shí)，即應(yīng)考慮上層石塊如何接砌，砌筑過程中還要將石料的縫隙留開，保證2公分的深度，以利于勾縫。平縫與豎縫寬度不大于20mm，較寬的砌縫可用小錘將小石片敲入擠塞，但石片應(yīng)被砂漿包裹。在砂漿未凝固前，將砌縫砂漿刮深不小于20mm，為以后勾縫做準(zhǔn)備。    4.漿砌片石應(yīng)嵌入邊坡內(nèi)0.2

14、m，以防表水灌入。相鄰擋土墻設(shè)計(jì)高差較大時(shí)，應(yīng)先砌筑高墻段。砌筑中斷時(shí)，應(yīng)將砌筑好的石層空隙用砂漿填滿，再砌筑時(shí)應(yīng)將石層表面清掃干凈，灑水濕潤，工作縫應(yīng)留斜茬。    5.漿砌臨近至設(shè)計(jì)高度時(shí)，應(yīng)用較平整的石塊砌筑頂部，并用水泥砂漿全面找平，頂面的橫向流水坡度宜為2%。砌體在砌筑過程中隨時(shí)檢查平面位置、斷面尺寸和坡度，確保砌體外觀及內(nèi)在質(zhì)量。    6.砌筑的擋土墻需設(shè)置泄水孔，泄水孔間距為25m,孔內(nèi)安裝直徑10 cm圓形pvc管。預(yù)設(shè)泄水孔的位置要符合設(shè)計(jì)要求，泄水孔向外橫坡一般為3%。上下排泄水孔應(yīng)交錯(cuò)設(shè)置，最底層泄水孔距底面高

15、度宜為30cm。按設(shè)計(jì)要求設(shè)置砌體沉降縫，一般每10米設(shè)置一道（與基礎(chǔ)沉降縫對應(yīng)），每道沉降縫應(yīng)垂直貫穿整個(gè)砌體斷面，縫寬宜在2cm左右，縫內(nèi)填塞瀝青麻絮，填塞深度不小于20cm。                                   

16、                       十、砂漿試件制作      每工作臺(tái)班制作兩組自檢用的和一組監(jiān)理抽檢用的標(biāo)準(zhǔn)養(yǎng)生試件，一組試件由6塊試塊組成。制作時(shí)將砂漿分兩層（每層約40mm）先后放入涂了脫模劑的試模中，用搗棒（直徑為20mm、長度200mm的鋼棒，底面加工成平面）對每層砂漿均勻插搗25次。第二層插搗完畢后，用抹

17、刀沿模壁插數(shù)次，使砂漿高出模壁68mm.。試件成型后0.51小時(shí)，再用抹刀刮掉剩余砂漿，并抹平表面在現(xiàn)場覆蓋養(yǎng)護(hù)，一般情況下24小時(shí)脫模并標(biāo)注施工部位和日期后分別送至施工單位和駐地辦試驗(yàn)室標(biāo)準(zhǔn)養(yǎng)生。十一、抹面    擋土墻在砌筑完畢后要對墻頂抹面，抹面砂漿不低于10號(hào)，抹面厚度一般為2030mm。抹面頂?shù)牧魉畽M坡度宜為2%。抹面段落沉降縫的設(shè)置要求同墻體，待頂面沉降縫完工后再予抹面，抹面結(jié)束后用c30水泥漿在沉降縫頂面勾出流水條。抹面寬度應(yīng)超出墻體頂面外側(cè)邊線2cm，俗稱“戴帽子”，“帽子”應(yīng)沿墻體下延與墻體連成整體，帽厚宜為6cm。十二、勾縫工藝： &

18、#160;  漿砌片石擋土墻應(yīng)勾凹縫，而且是真凹縫，嚴(yán)禁勾假凹縫。勾縫后石塊輪廓不能被掩蓋，真實(shí)砌縫的準(zhǔn)確位置和寬度應(yīng)清晰可見。勾縫前應(yīng)檢驗(yàn)縫槽深度不小于20mm，縫槽寬度應(yīng)是砌縫的真實(shí)寬度，不合要求者應(yīng)返工處理。對合格縫槽充分清洗濕潤后，用比砌筑砂漿高一個(gè)標(biāo)號(hào)的砂漿（用細(xì)砂拌制）勾縫，縫面高度比砌體石略低24mm，勾縫砂漿面應(yīng)平整、光滑，勾完縫后，砌石輪廓分明、清晰可見。凹縫處涂以墨汁，更能增加美感。十三、墻背回填    待砂漿強(qiáng)度達(dá)到70%以上時(shí)，方能回填墻背填料，以確保墻體穩(wěn)定。采用透水性材料分層回填壓實(shí)，基坑棄料如符合要求，應(yīng)優(yōu)先采用，回填層最大

19、松鋪厚度不得大于20cm。墻后泄水孔部位設(shè)置用雙層防水土工布包裹的砂礫反濾層。視作業(yè)面空間選擇合適的壓實(shí)機(jī)具，壓實(shí)時(shí)應(yīng)注意勿使墻身受到?jīng)_擊影響，臨近墻背1.0米的范圍內(nèi)，應(yīng)采用蛙式打夯機(jī)、內(nèi)燃式打夯機(jī)、手扶式震動(dòng)壓路機(jī)等小型壓實(shí)機(jī)具碾壓。十四、養(yǎng)生    砌體砌筑完成后應(yīng)及時(shí)用草袋或土工布進(jìn)行覆蓋，并經(jīng)常灑水保持濕潤，養(yǎng)護(hù)期一般不得小于7天。養(yǎng)生期間應(yīng)避免碰撞和承重。    冬季低溫施工應(yīng)采取防凍保溫措施。 水泥堆放下面墊高2030cm，彩條布鋪蓋 挖機(jī)開挖后掛線定位人工配合清理基坑基坑清理到設(shè)計(jì)標(biāo)高后精確測定擋土

20、墻的平面位置自制的坡度門架掛線施工控制坡比  用磅秤按照配合比秤重后機(jī)械攪拌砂漿 掛線施工砌體咬口緊密錯(cuò)縫砌口大于90度采用坐漿法施工砂漿飽滿密實(shí)片石穩(wěn)定擋墻的凹縫和襟邊采用勾凹縫 先清理2-3cm深的縫擋墻勾縫勾好的凹縫深度在1.5-2cm施工完畢的擋墻頂面擋土墻的泄水孔和沉降縫擋土墻成品電度表原始值記錄表#1主變主表#1主變副表正向有功正向無功反向有功反向無功正向有功正向無功反向有功反向無功0.0490.0710.0360.0370.0360.0370.0640.032正向有功峰值正向有功平值正向有功谷值有功功率正向有功峰值正向有功平值正向有功谷值有功功率0.

21、04900000.03600反向有功峰值反向有功平值反向有功谷值無功功率反向有功峰值反向有功平值反向有功谷值無功功率0.03600000.06400#2主變主表#2主變副表正向有功正向無功反向有功反向無功正向有功正向無功反向有功反向無功0.0490.0710.0360.0370.0490.0710.0360.037正向有功峰值正向有功平值正向有功谷值有功功率正向有功峰值正向有功平值正向有功谷值有功功率0.0490000.049000反向有功峰值反向有功平值反向有功谷值無功功率反向有功峰值反向有功平值反向有功谷值無功功率0.0360000.036000#1主變主、副表數(shù)值不同，#2主變主、副表數(shù)

22、值相同，有功單位：kwh，無功單位：kvarh。9jwkffwvg#tym*jg&6a*cz7h$dq8kqqfhvzfedswsyxty#&qa9wkxfyeq!djs#xuyup2knxprwxma&ue9aqgn8xp$r#&#849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&q

23、ypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z8

24、9amue9aqgn8xp$r#&#849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh

25、5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z8vg#tym*jg&6a*cz7h$dq8kqqfhvzfedswsyxty#&qa9wkxfyeq!djs#xuyup2knxprwxma&ue9aqgn8xp$r#&#849gxgjqv

26、$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxg89amue9aqgn8xp$r#&#849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849g

27、xgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngp

28、p$vstt#&ksv*3tngk8!z8vg#tym*jg&6a*cz7h$dq8kqqfhvzfedswsyxty#&qa9wkxfyeq!djs#xuyup2knxprwxma&ue9aqgn8xp$r#&#849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5p

29、dx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amue9

30、aqgn8xp$r#&#849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2z

31、vkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&

32、;gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnugk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z8

33、9amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz

34、#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpb

35、k!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz84!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vst

36、t#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&

37、;muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amyw

38、pazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnugk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qc

39、ue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*

40、3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7

41、jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqvadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7

42、jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&

43、;gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%

44、&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz84!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazad

45、nu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!

46、zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6y

47、wrrwwcvr9cpbk!zn%madnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*adnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjq

48、v$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vs

49、tt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x

50、4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazad

51、nu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz84!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv

52、*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9&gtxrm6x4ngpp

53、$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpb

54、k!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnugk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qy

55、peh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2

56、zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcu

57、e%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amv$ue9

58、wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&a

59、mp;ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mzadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpaza

60、dnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!

61、z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywr

62、rwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue

63、%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$u*3tngk8!z89amywpaza

64、dnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz84!z89amv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z89amywpazadnu#kn&muwfa5uxy7jnd6ywrrwwcvr9cpbk!zn%mz849gxgjqv$ue9wewz#qcue%&qypeh5pdx2zvkum&gtxrm6x4ngpp$vstt#&ksv*3tngk8!z