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Determined by critical path construction schedule
Concluding remarks Volume 12, 3 Longyan Teachers College in September 1994 is suggested that the critical path method to determine satisfactory construction period. This method can be used on the whole progress of the construction sequence and ingenious scientific arrangement, and can work on the foot of the process for effective management and control, greatly improving the scientific guidance of task completion and reliability. Table Matters Number engineering process works tight predecessor inclined to pay after the project, 335 yards, a mining, second mining level 500 level back to the Cave of Wind ① prepare the ground winch room to install ② second mining the level of return air 500 down to 450 square Cave material yard, 5OO return air Shihmen ③ 335 yards winch housing construction, 335 upper yard ④ ground winch room installed 0 ⑤ 550 a mining area return air flat Cave 550 winch room,[link widoczny dla zalogowanych], return air Shihmen ⑥ material down to 450 yards of 450 top car parks, the winch housing, 450 the upper part of the Shihmen ⑦ 335 to 230 yards down the track l1, return air shaft in the end inclined to pay ⑧ Shihmen 250 yards to a mining winch room 550, on p. 550 to 500 under the rail yard, the upper part of the permanent winch depot installed winch room @ 450 to 350 mountain track , winch room to install @ 450 500 Return Air Lane Shek Mun, Shek Mun, Shek Mun, 0 @ 250 yards to pass on a 250 Shihmen mining, a mining rail yards,[link widoczny dla zalogowanych], 1 @ 550 yards, down to the rail tracks down to the 440,500 level 5OO Shihmen @ track down the mountain, Shek Mun to track down 400 to 350 through 350 points, 350 yards Shihmen 15 return slope 0 - ⑩ 250 250 Shek Mun, Shek Mun, Shek Mun,[link widoczny dla zalogowanych], the three mining transport and Transport Lane from intersection / points, 1 pedestrian track down the mountain to 440 ◎ II coal slide up the mountain, 440 yards Shihmen @ 350 yards,[link widoczny dla zalogowanych], Shek Mun O ⑩ construction and installation of the winch housing construction and car Kengzi inclined to 330 through 230 to 250, Lane 250 Wan Shek Mun, Shek Mun, from the three mining transport and Transport Lane to mouth through the mountain pass ⑩ mining transport to the crossing point of the second winch room installation (one adopted) @ 440 yards, Shek Mun, winch room O @ track down to 250 through 230 points and car Kengzi harvesting through to 250 Second Hill Lane goes to around the second mining substation Workers installed the dip, 400 in transportation Lane, 'Lane told 450 South jB shipped, slipped up the mountain of coal Volume 3 Table I l2312 Longyan Teachers College in September 1994 before the project tight tight No matter works @ 1 slip after the coal up the hill, a mining car parks, rail 1, 2, 500 levels slipped coal mining area of transportation up the mountain Lane ⑨ second mining substation installation 0 ◎ 400 foot work in the coal transportation Lane 0 @ slide up the mountain, two mining coal bin, and an off loading coal field mountain wall ◎ 550 return airway,[link widoczny dla zalogowanych], and 500 levels of mining equipment installation ◎ Shihmen a coal bunker and coal up the mountain wall slip op Lane 450 South Second Mining Equipment Installation @ One, two mining equipment to install mechanical and electrical installation (not parallel) and commissioning @ mechanical and electrical installation (not parallel) test run production engineering network system diagram 124 t fall 1) 12 Volume 3, Longyan Teachers College in September 1994 for a total duration of the resulting output table of 60 units: the main contradiction month line R = 0 ① a @ a @ a @ a @ a @ a @ a @ a @ secondary contradictions of a line ◎ R-45 ① ⑦ one by one one by one one by one @ @ @ processes one by one line jet lag line lag process a @ R-3---- R-19.2 ① ⑤ one ◎ a ⑤ a @ a @ a a a State 9 @ eleven R @ R @ eleven eleven a 20.2 @ @ R @ eleven eleven a 9.2 ① ④ eleven ⑧ R one by one for a 25.2 ⑤ ---- a 10.4 @ @ R @ R one by one one by one @ a @ R---- a 32.2 a 10.5 ⑦ one by one one by one @ R @ a 33. 3 ② one by one a @ @ R = 11.3 ③ ---- one by one for a 36.3 ⑤ ---- @ R @ R-12 @ a @ a @ R one by one to 40------ a @ R @ R one by one for a 13.5---- a 50.8 ◎ ---- 14 a @ R @ a @ a @ R-l5.8 ① one by one one ② a ◎ - @ a @ a @
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