摘要那标水库位于凭祥市夏石镇夏石社区那标屯西面的左江二级支流上，距夏石镇政府所在地4km，距凭祥市市区15km，是一座以灌溉为主，兼顾防洪、养殖等综合利用的小（1）型水库。水库坝址以上集雨面积15km2，总库容330万m3，设计灌溉1700亩。主坝坝基由石灰岩和页岩组成，岩石多呈中化风状，裂隙较发育，多以压扭性为主，裂隙间连通性较好，但仍出现坝基渗漏现象。据于上述地质情况和坝体、坝基出现的渗漏现象，经有关部门研究，决定对该坝体、坝基分别进行高压喷射灌浆和帷幕灌浆处理。灌浆设计由广西水利电力技术职业学院承担，我单位中标并负责施工。关键词：小（1）型水库；二级支流；灌浆设计；左江HighpressurejetgroutinginPingxiangcitythestandardreservoirreinforcementengineeringStudent:WEIFa-zhanTeacher:---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---Abstract:TheNabiaoreservoiristhesecondtributaryofZuo激angriver,whichlocatedinWestofNabiaovillage,Xiashicommunity,XiashiTown,CityofPingxiang.Itis4kmfromtheseatoftowngovernmentand15Kmfromthecitycenter!Itisasmallmulti-purposereservoirwiththemainobjectiveofirrigationaswellasfoodcontrolandfarming.Therainwatercollectionareaof15squarekilometers,thelargeststoragecapacityof3.3millioncubicmetersandthedesigningirrigationareaof1,700mu.Maindamfoundationcomposedoflimestoneandshale,therockshapedasweathering,hasalotofoffracture，mainlyincompressivetectonicregime,thefussuredconnectionisgood,buttheseepageondamfoundationstillhappened.Inconsiderationoftheabovesituation,thedepartmentsconcerneddecidedtomakehighpressurejetgroutingandcurtaingroutingtothedambodyanddamfoundationrespectively.ThedesignofGroutingwillbemadebyGuangxiTechnicalCollegeofwaterResourcesandElectricEngineering.Ourcompanywonthebidandwillresponsiblefortheconstruction.Keywords:Small(1)reservoir;Thesecondtributary;Groutingdesign;Zuo激angRiver目次摘要.........................................................IAbstract................................................................II---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---1工程概况.....................................................12库区地质情况..............................................13施工依据.....................................................14施工措施.....................................................14.1施工总布置..............................................14.2灌浆材料准备及制浆..............................14.2.1灌浆材料..............................................14.2.2制浆.....................................................24.2.3施工机械选用.......................................24.2.4灌浆设备..............................................24.2.5高压喷射灌浆施工顺序.........................34.2.6高喷灌浆施工工艺流程.........................34.2.7测量布孔及电路管路铺设准备工作.......34.2.8造孔.....................................................34.2.9高压喷射灌浆的技术参数.....................44.2.10高压摆喷灌浆施工工艺.......................54.3帷幕灌浆施工工艺...................................54.3.1钻孔冲洗、裂隙冲洗和简易压水试.......55施工质量保证措施.......................................65.1质量目标..................................................65.2原材料的质量控制...................................65.3浆液搅拌的质量控制................................65.4浆液输送及现场施工的质量控制..............76施工机械和人员配备...................................76.1施工机械.............................