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Order and quality standard.Four, the main construction machine need a dosage planThis engineering is under construction, we will with exaltation mechanization level for principle, enter a field in time with the work projectVarious machine tool to ensure that the engineering mainly enters a construction machine smoothly progress.(see table 4-1)Table 4-1 main construction machines planThe ordinal number machine tool name set number model number enters a field for time1 anti- spade excavation machine 1160 open man-hour2 from unload a car 8 to open man-hour3 beat a popular machine 4 HWs-16s to open man-hour4 theodolites 1 JS2s start work ex-5 level instrument 2 DZS2s start work ex-6 laser vertical instrument 1 opening front7 concrete mixers 4 JZC400ses open man-hour8 concrete agitations stand one to open man-hour9 flat panels flap the Dao machine 4 ZX75s to open man-hour10 inserts type flap a Dao machine 20 sets of ZX75s to open man-hour11 concretes transport an equipments 2 sets of open man-hour12 electric welding machine 4 BISs-330ses open man-hour13 electricity residue pressure Han machine 2 LZF32ses open man-hour14 flashlights to Han machine 2 open man-hour15 electricities saw 2 open man-hour16 electricities plane 2 open man-hour17 finish from the rise type elevator in the door 2 foundation constructions18 towers mourn a 80 Ts-M to open man-hour19 people goods two use elevator 16 F the corpus is overFive, the main item engineering start construction method(A)Foundation1.soil square engineering and protection measure(1)According to this engineering circumstance, the radicle pit opens to dig to adopt a machine to open to dig to assist for lord, artificial fixing a side ascent for,Because the place is narrow, open to dig to put performances least of ascent coefficient to stipulate one 0.5, adopt a set excavation machine to dig soil, 8 fromUnload car match luck soil.Remaining soil carries into construction unit appointed the location Be piled.In addition to stake radicle, this engineering foundation pattern has the reinforced concrete independent foundation in pillar, independent foundation base elevation-2.2 ms.As well adopt a machine to open to dig, the artificial fixs a side, in the process of opening to dig in work well an elevation diagraph work in time, andBeat a small wodden post control scaleboard elevation, the soil that digs is square, carry to construction unit appointed the location Be piled, for preventfroming groundThe form water current goes into radicle pit and establishes to block water set on all sides in the radicle pit.Ask technical personnel to hand over bottom in detail while starting construction.OrganizeLead a hard class of set, promise the personnel is normal construction, work hard for to complete a foundation construction soon.The radicle pit opens to dig to complete, in timeCarry on a spade to explore, each pillar pit 5 explores a point, the bore deep 1.52.0 ms requests to carry on and explore the mire of to press successively fluentlyThe preface arranges and strictly forbid before checking slot sabotage soil kind.Be explored qualified rear to continue to start construction by spade, and carry out in timeIs various concealed check a procedure, if the spade explores have something to do with designing being wrong, shoulding notify design in time and personnels processing, go to match to wantBeg for quasi-.Experience slot is qualified behind just like often circumstance, the square can continue to start construction.(2)The radicle pit defends to drain measure on all sidesRadicle pit reports according to the geology after digging into an elevation, the underground water table covers up a deep 10 m or so, stabilize water level to cover up deeplyFor the 7.2 ms, but place memory at upper level Zhi water, the water level covers up deeply etc. not, in the 1.42 ms, and in bar of rain expects rainWater soaks radicle pit, the building radicle pit around does to be suffused with water ascent and works well a drain on the side ascent and digs to drain ditch on all sides, withThen expel to accumulate water and rain water in time, in bar of earths surface water gets into radicle pit and establishes brick to carve to drain ditch in the radicle pit bottom, four capesDig to gather water well, adopt a submersible pump to pump water, since water.(Two)The ground floor starts construction1.ground floor construction in proper orderClean up soil square to design an elevation mat layer construction cement sand the syrup seek an even layer brush a grass-roots processing watertightnessLayer 40 the colligation raft plank reinforcing bar raft plank concrete wall, pillar, reinforcing bar and moldPlank, concrete crest plank reinforcing bar, template and concrete side wall waterproof layer carve to protect a wall return to fill.2.reinforcing bar engineering(1)Foundation mat layer construction completion after attaining certain strength, above it lineation, pays a mold and spreads to put a reinforcing bar netSlice, top and bottom layer the reinforcing bar colligation is firm, curved hook with an upward exposure, the post puts Jin bottom to carry to bend 90 to bend hook and foundation reinforcing bar to bindBeing firm is firm, the top end is propped up a steel pipe scaffold to fix with the template firm, eradicate completely a reinforcing bar to move, top and bottom of the layer reinforcing barUse 16500 Ma Deng Jin establish and ensure that the reinforcing bar is apart from exactitude;The bottom reinforcing bar net slice is used the cement sand syrup mat pieceThe mat fills and promise a reinforcing bar protection layer thickness.(2)The reinforcing bar net of the wall colligation the curved hook of reinforcing bar should toward concrete inside, should establish in the 2 F reinforcing barSupport Jin to is apart from by fixing a reinforcing bar and shunt alignment mutually.Ground floor wall crest reinforcing bar adoption double the row steel pipe lend support to reinforcing barOf colligation.(3)The scaleboard top and bottom lines up reinforcing bar to all adopt Ma Deng Jin establish500 pair to.(4)The scaleboard sprinkles to take place to increase to establish 10 behind 150, L=1400(top and bottom each put) strengthen Jin(take drawing asIs quasi-), sprinkle to take an adoption 12 reinforcing bar frameworks to add steel
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