【正文】 of work, the workday will last from Monday to Sunday without rest (including holidays). 5．作好施工配合及前期施工準(zhǔn)備工作，擬定施工準(zhǔn)備計劃，專人逐項落實，確保后勤保障工作的高質(zhì)、高效。Preparation work and construction cooperation should be made well. The construction preparation plan to be worked out to ensure the high quality and high efficiency logistic work. Technical Assurance Measures優(yōu)化施工組織設(shè)計并組織實施以利工程能在優(yōu)質(zhì)、安全的前提下能如期完成。The construction management plan to be optimized and executed to help the works pleting on schedule with good quality and safety.加強對項目施工的綜合管理，尤其是對施工組織、技術(shù)質(zhì)量安全、工程物資的調(diào)配等環(huán)節(jié)進行優(yōu)化管理。The prehensive management on construction to be strengthened, particular in the construction management plan, technology, quality, safety, material and equipment allocation and distribution, the optimized management is required for them.加大工程投入，調(diào)配充足的施工人員，施工機械及工程材料以滿足工程需要。In order to meet the demand of works, the sufficient construction personnel, machinery and equipment as well as the materials will be provided properly according to construction schedule.與各專業(yè)分包施工單位密切聯(lián)系，提前解決技術(shù)、工序等協(xié)調(diào)問題。Keep a close contact with all specialist subcontractors, solve the issues in technology, work procedure and coordination.編制工程進度月計劃、周計劃以控制階段工期的如期完成。Work out monthly progress plan and weekly progress plan to ensue the construction schedule in different construction stages to be pleted on time.特殊施工階段實施24小時連續(xù)作業(yè)，工人工作實行三班制。In special construction stage, 24 hours continuous work will be executed and threeshift work system to be carried out. 第八章 主要分項工程施工方法及技術(shù)措施Chapter Eight Construction Method and Technical Measures of Main Subdivisional Works 施工測量 Construction Survey Provision of Survey Instruments主要配置一臺全站儀，一臺J2經(jīng)緯儀及一臺高精度水準(zhǔn)儀和50米鋼尺等測量儀器設(shè)備，所有儀器經(jīng)檢校合格后方可施工，儀器由專人保管維護。One laser survey meter, J2 transit and high precise water level or 50m steel tape etc. to be provided as the survey instruments. All instruments and apparatus can be used for construction only after calibration. The instruments should be maintained and taken care by special person. Settingout 以業(yè)主提供的座標(biāo)點為基準(zhǔn)，建立平面軸線控制方格網(wǎng)，作為軸線投測和校核的依據(jù)，軸線方格網(wǎng)控制點應(yīng)設(shè)置在建筑物軸線外10米并加以保護確保其穩(wěn)定性，建筑物定位放線時采用全站儀精確測量角度和距離，其它軸線采用J2經(jīng)緯儀和50米鋼尺測設(shè)。Based on the coordinate provided by the Owner, establish the axis control grid net as the basis of survey and verification. The control point of axis grid net should be established at 10m away the building’s axis and protected for ensuring its stability. While setting out, the laser survey meter to be used for measuring the angel and distance. For other axis measurement, J2 transit and 50m steel tape are to be used. Elevation Survey以業(yè)主提供的現(xiàn)場絕對高程控制點為基礎(chǔ)，在變形比較穩(wěn)定的區(qū)域建立三個高程控制點并作良好保護。Based on the control point of absolute elevation on site provided by the Owner, three control points of elevation to be established in the area with stable deformation and protected soundly.基礎(chǔ)施工時用水準(zhǔn)儀和標(biāo)尺測控標(biāo)高，上部結(jié)構(gòu)施工時用吊鋼尺方法在樓梯間及角柱點等處設(shè)置高程傳遞控制點。While executing the foundation works, the level meter and staff gauge to be used for measuring and controlling the elevation. While executing the superstructure works, the steel tape is used for establishing elevation control point at staircase and corner column.所有預(yù)埋件及預(yù)埋螺栓固定時均高精度水準(zhǔn)儀測定其標(biāo)高。While fixing all embedded parts and embedded bolts, high precise level meter is required for measurement of elevation. Excavation 、杯形基礎(chǔ)、條形基礎(chǔ)等挖土施工Excavation Works of Isolated foundation, socket foundation and strip foundation ～5m。In area 100 to 900, the foundation depth is .1）1. 0m～Excavation for shallow foundation 基坑挖土?xí)r總的流程為由南向北進行挖土，采用1m3挖機進行挖土，獨立基礎(chǔ)單個開挖，承臺基礎(chǔ)并有基礎(chǔ)梁相連的以及條形基礎(chǔ)則采用條型開挖的方式，各承臺基礎(chǔ)基坑挖土?xí)r周邊留500mm工作面，由于土質(zhì)較差，基坑放坡坡度為1：，在基坑四周挖200200的排水溝，并挖設(shè)400400400集水井，內(nèi)放置潛水泵。挖土機挖土?xí)r挖機設(shè)專人指揮，嚴禁使挖土機碰到樁身，保護好樁身以防受損或斷裂，挖置離坑底設(shè)計標(biāo)高200mm時采用人工扦土，嚴禁超挖。While executing the excavation of foundation pit, the general direction shall follow starting from the south to the north. 1m3 excavator to be used. The isolated foundation is excavated independently, while the cap foundation connected with base beam and strip foundation shall adopt the strip typed excavation method. While excavating the cap foundation, 500mm working surface should be maintained at perimeter of foundation. Due to bad soil quality, the foundation sloping is required to make 1:. Around the foundation pit, 200200 ditches to be built and 400400400 water collection well is required and the submerged pump is place inside the well. While the excavator is working, special person is required for direction of operation, it is prohibited to make the excavator collide with the pile body. The pile body should be protected well from damage or rupture. When excavating up to 200mm away the design level of pit bottom, manual excavation method is adopted, excess excavation is forbidden. 2）～ Excavation of Deep Foundation 4m深的基礎(chǔ)主要出現(xiàn)在100區(qū)域內(nèi)，而5m深的基礎(chǔ)主要出現(xiàn)在100區(qū)域、400區(qū)域、500區(qū)域、600區(qū)域、800區(qū)域。由于基礎(chǔ)埋設(shè)深度較深，邊坡采用二級放坡，上、下級均采用1：2放坡，基坑邊坡采用30厚鋼絲網(wǎng)水泥砂漿護坡。挖土過程中沿坑底四周設(shè)置排水明溝，在基坑中央設(shè)置排水盲溝，基坑四角設(shè)置集水井，井內(nèi)積水采用潛水泵隨時抽凈，以此確保坑底明排水暢通，坑底干燥。當(dāng)挖土至坑底或槽底面以上200MM改由人工扦平，挖土機挖土?xí)r挖機設(shè)專人指揮，嚴禁使挖土機碰到樁身，保護好樁身以防受損或斷裂。4m deep foundations mainly exist in area 100. While 5m deep foundations mainly exist in area 100, 400, 500, 600 and 800. Due to deeper buried foundation, one excavator to be used for basin typed excavation. The side slope is laid to double stage sloping. The upper and lower stage sloping are all laid to 1:2. The foundation slope is protected with 30mm mortar and steel mesh. The open ditch is established around the bottom of foundation pit, the blind ditch is set up in the middle of foundation pit and catch pits are built at four corners of foundation pit. The water collected in the catch pits to be pumped out by submerged pump to ensure the water smoothly flowing through open ditch and a dry foundation pit. When excavating up to 200mm away the design level of pit bottom, manual excavation method is adopted. While the excavator is working, special person is required for direction of operat