embitter使痛苦(embitter痛苦的).doc

Order and quality standard.
Four, the main construction machine need a dosage plan
This engineering is under construction, we will with exaltation mechanization level for principle, enter a field in time with the work project
Various machine tool to ensure that the engineering mainly enters a construction machine smoothly progress.(see table 4-1)
Table 4-1 main construction machines plan
The ordinal number machine tool name set number model number enters a field for time
1 anti- spade excavation machine 1160 open man-hour
2 from unload a car 8 to open man-hour
3 beat a popular machine 4 HWs-16s to open man-hour
4 theodolites 1 JS2s start work ex-
5 level instrument 2 DZS2s start work ex-
6 laser vertical instrument 1 opening front
7 concrete mixers 4 JZC400ses open man-hour
8 concrete agitations stand one to open man-hour
9 flat panels flap the Dao machine 4 ZX75s to open man-hour
10 inserts type flap a Dao machine 20 sets of ZX75s to open man-hour
11 concretes transport an equipments 2 sets of open man-hour
12 electric welding machine 4 BISs-330ses open man-hour
13 electricity residue pressure Han machine 2 LZF32ses open man-hour
14 flashlights to Han machine 2 open man-hour
15 electricities saw 2 open man-hour
16 electricities plane 2 open man-hour
17 finish from the rise type elevator in the door 2 foundation constructions
18 towers mourn a 80 Ts-M to open man-hour
19 people goods two use elevator 16 F the corpus is over
Five, the main item engineering start construction method
(A)Foundation
1.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 performance's least of ascent coefficient to stipulate one ∶ 0.5, adopt a set excavation machine to dig soil, 8 from
Unload 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, and
Beat a small wodden post control scaleboard elevation, the soil that digs is square, carry to construction unit appointed the location Be piled, for prevent°froming ground
The 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.Organize
Lead 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 time
Carry on a spade to explore, each pillar pit 5 explores a point, the bore deep 1.5~2.0 ms requests to carry on and explore the mire of to press successively fluently
The 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 time
Is various concealed check a procedure, if the spade explores have something to do with designing being wrong, shoulding notify design in time and personnel's processing, go to match to want
Beg 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 sides
Radicle 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 deeply
For the 7.2 ms, but place memory at upper level Zhi water, the water level covers up deeply etc. not, in the 1.4~2 ms, and in bar of rain expects rain
Water 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, with
Then expel to accumulate water and rain water in time, in bar of earth's surface water gets into radicle pit and establishes brick to carve to drain ditch in the radicle pit bottom, four capes
Dig to gather water well, adopt a submersible pump to pump water, since water.
(Two)The ground floor starts construction
1.ground floor construction in proper order
Clean up soil square to design an elevation →mat layer construction →cement sand the syrup seek an even layer →brush a grass-roots processing →watertightness
Layer →40 →the colligation raft plank reinforcing bar →raft plank concrete →wall, pillar, reinforcing bar and mold
Plank, 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 net
Slice, 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 bind
Being 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 bar
Use φ 16@500 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 piece
The 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 bar
Support 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 bar
Of colligation.
(3)The scaleboard top and bottom lines up reinforcing bar to all adopt Ma Deng Jin establish@500 pair to.
(4)The scaleboard sprinkles to take place to increase to establish φ 10@ behind 150, L=1400(top and bottom each put) strengthen Jin(take drawing as
Is quasi-), sprinkle to take an adoption φ 12 reinforcing bar frameworks to add steel wire net insulation behind.
3.template engineering
(1)The wall body template adopts big template.It is 500 rightnesses of the wall body cross section sizes that pull stud bolt assurance to use φ 12@.Count
Measuring is 8|m 2, use φ 48 fixed template positions.To pull stud bolt to add a 2 mm thick the slice drilling a hole iron make
Water wreath.Water wreath have to full Han.Water take adoption-4 mm steel plate, L=400, in order to promise to prop up a stability, steel
The tube wants to take to establish to be firm, and establish necessary scissors to support.Should hard check the wall body stalk line while starting construction position, cut a noodles Chinese foot
Inch, neat template and perpendicular etc..