eulogize赞美(eulog说ize说好话).docVIP

Cape and lengthways reinforcing bars pointing of intersection all should tie Prison.Cut noodles variety in the pillar, peeping out of its bottom layer pillar reinforcing bar part, have to in advance accept before the reinforcing bar of colligation beam Shrinking is accurate, the frame beam Jin should put in the pillar Zong Jin seamy side. The pillar lord Jin adoption gives or gets an electric shock residue pressure the Han together cut to deal with contact 50% that the reinforcing bar area is no bigger than total reinforcing bar area inside the noodles while welding, Its dealing with contact should shunt a 35 d above. 5.3.5Concrete engineering 1.mix the material quality of making the concrete have to strictly control, the cement should meet country mark GB175－92 requestses; Freestone class going together with should meet a request with impurities content;The in addition quality should meet a request;The fluid matter should meet a request. 2.the concrete start construction before should advance to apply for a match first to compare.Strictly press match to weigh on the scales to up anticipate than the dosage while mixing to make, Strict control water ash compare with collapse to fall a degree.Mix blend time to be no less than 120 Ss. 3.Sprinkle pillar first while sprinkling concrete, sprinkle beam plank behind.The top-grade water segment the pillar beam plank concrete can sprinkle to build in a row each time, A time of completion, in the center intermittent time not over the 2 hs, can also sprinkle to build respectively by the pillar and the beam plank, the construction of flowing water segment sews The proper detention is shearing the dint smaller part, the building covers the general detention is in the time beam across in 1| inside 3 scopes, the stairs construction sews to detain at each Up, next three place, should will float syrup before connecting to sprinkle concrete and loose move pebble clearance, hurtle to clean combine well moist, again Use to deal with con