Feed Mill Civil DWG Block for AutoCAD

Feed Mill Civil DWG Block for AutoCAD

civil drawings for feed mill factory

Drawing labels, details, and other text information extracted from the CAD file (Translated from Corsican):

êμ ãû, μç æø, êμ ãû, èõ æú, èõ æú, êμ ãû áð, éo ºë, ïî ºå, éè ºå, ãû áð, áï °å, plain concrete bedding, gf ground beam, pit layout, vertical outer bar, pit side wall table:, item, thk wall, inside vertical bar, binding bar, horizontal bar, double layers and directions, no, bottom thk board., pit bottom board table:, board level, board reinforcement, missed vibrating is now, the project is machinery tower of feed inside ground outside ground, made and steel water stop shold be the joint should be higher than the, bottom and outer wall is hot coated with coiled, foundation trench should be checked by relative department after, unmentioned matters see relative standard., thickness cinder bed under basement bottom, the foundation and pit adopts leakageresisting leakageresisting, the found is ground bearing design, basement and pit construction:, construction notes:, column top, column top, Revetment and water reduction should be done before foundation, concrete, earthquake defend intensity: earthquake resistance rank:, note:, concrete column plan, base column, base column, base column, column base plan, thick stone, thick concrete, paint with thick cement motar, rammed compaction, backfill soil ground construction, pit top beam reinforcement, Beside reserved base plates and pipes are marked in the any changes to the boards and, frame beam and secondary beam adopt full plan such presensatation see details in relative, notes:, backfill soil outside the pit., pit top board reinforcement drawing, notes:, board, corrected with relative, plan holes see gf layout., backfill soil outside the pit., hole making in floors see construction drawing., reinforcement beside hole, reinforcement, each for up and down, reinforcement for hole, joint length, beam, down row, round, foundation plan, combined strength, Combined force sketch of column and wall in ground floor, nmax, Combined force sketch of column and wall in ground floor, dams implementation unit, poultry feed project, goldlong, machinery and engineering, êμ ãû, μç æø, êμ ãû, èõ æú, èõ æú, project, date, êμ ãû áð, éo ºë, ïî ºå, éè ºå, ãû áð, sketch in gf, êμ ãû, μç æø, êμ ãû, èõ æú, èõ æú, project, date, êμ ãû áð, éo ºë, ïî ºå, éè ºå, ãû áð, combined strength, dams implementation unit, poultry feed project, goldlong, machinery and engineering, sketch in gf, êμ ãû, μç æø, êμ ãû, èõ æú, èõ æú, project, date, êμ ãû áð, éo ºë, ïî ºå, éè ºå, ãû áð, combined strength, dams implementation unit, poultry feed project

Raw text data extracted from CAD file:

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ÄÚÖÃ100MMÑÒÃÞ±£Î²ã; 3 ¸½×¢ËµÃ÷: 1¡¢ HH5023ÌáÉý»úÔ¤Áô¿×³ß´çΪ1100x480 µØ¿Ó(¹µ)Æó¿Ú D ¼¼ÊõÒªÇó£º 1 E L=250 63 %%1308@200 63 L63X6 ±0.000 36362.77714119718 36362.77714119718 \A1;16500 \A1;4500 \A1;16500 \A1;4500 \A1;12000 \A1;6000 \A1;3000 \A1;6000 \A1;3000 \A1;12000 \A1;6000 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;6000 \A1;4500 \A1;4500 \A1;16500 \A1;16500 \A1;6000 \A1;12000 \A1;4500 \A1;3000 \A1;4500 \A1;6000 \A1;4500 \A1;3000 \A1;4500 \A1;6000 \A1;12000 \A1;6000 \A1;6000 \A1;12000 \A1;6000 \A1;12000 \A1;16500 \A1;4500 \A1;3000 \A1;4500 \A1;4500 \A1;16500 \A1;4500 \A1;6000 \A1;3000 \A1;6000 \A1;4500 \A1;4500 \A1;6000 \A1;12000 \A1;6000 \A1;12000 \A1;16500 \A1;4500 \A1;3000 \A1;4500 \A1;4500 \A1;16500 \A1;4500 \A1;6000 \A1;3000 \A1;6000 \A1;4500 \A1;4500 \A1;6000 \A1;12000 \A1;6000 \A1;12000 \A1;16500 \A1;4500 \A1;3000 \A1;4500 \A1;4500 \A1;16500 \A1;4500 \A1;6000 \A1;3000 \A1;6000 \A1;4500 \A1;4500 \A1;6000 \A1;12000 \A1;6000 \A1;12000 \A1;16500 \A1;4500 \A1;3000 \A1;4500 \A1;4500 \A1;16500 \A1;4500 \A1;6000 \A1;3000 \A1;6000 \A1;4500 \A1;4500 \A1;12000 \A1;6000 \A1;12000 \A1;6000 \A1;4500 \A1;16500 \A1;3000 \A1;4500 \A1;4500 \A1;4500 \A1;16500 \A1;6000 \A1;3000 \A1;6000 \A1;4500 \A1;4500 \A1;740 \A1;320 \A1;690 \A1;320 \A1;4550 \A1;9850 \A1;16500 \A1;3000 \A1;4500 \A1;4500 \A1;4500 \A1;1600 \A1;1200 \A1;2000 \A1;775 \A1;800 \A1;1200 \A1;1400 \A1;3500 \A1;1500 \A1;16500 \A1;4500 \A1;550 \A1;3850 \A1;2150 \A1;4500 \A1;12000 \A1;6000 \A1;3000 \A1;6000 \A1;750 \A1;2200 \A1;1500 \A1;540 \A1;320 \A1;1125 \A1;4075 \A1;4500 \A1;1700 \A1;1650 \A1;300 \A1;750 \A1;2000 \A1;500 \A1;500 \A1;500 \A1;2500 \A1;3000 \A1;3000 \A1;3000 \A1;2000 \A1;1250 \A1;3000 \A1;1000 \A1;2500 \A1;3000 \A1;3775 \A1;1625 \A1;850 \A1;1500 \A1;750 \A1;1500 \A1;12000 \A1;6000 \A1;6000 \A1;10500 \A1;2000 \A1;750 \A1;1000 \A1;2000 \A1;2000 \A1;1940 \A1;320 \A1;1600 \A1;750 \A1;350 \A1;1000 \A1;1000 \A1;2000 \A1;5250 \A1;590 \A1;320 \A1;1000 \A1;2000 \A1;27800 \A1;2000 \A1;2000 \A1;\fËÎÌå|b0|i0|c134|p54;2000x12=24000 \A1;1300 \A1;590 \A1;250 \A1;2200 \A1;250 \A1;1700 \A1;250 \A1;1800 \A1;1800 \A1;1800 \A1;1500 \A1;4500 \A1;16500 \A1;4500 \A1;16500 \A1;1500 \A1;400 \A1;1500 \A1;250 \A1;850 \A1;3000 \A1;4500 \A1;750 \A1;750 \A1;3000 \A1;2100 \A1;6000 \A1;12000 \A1;6000 \A1;1950 \A1;1950 \A1;650 \A1;2600 \A1;750 \A1;3000 \A1;2400 \A1;4500 \A1;750 \A1;1500 \A1;500 \A1;625 \A1;550 \A1;125 \A1;1350 \A1;1600 \A1;750 \A1;550 \A1;1250 \A1;1500 \A1;\U+2205400 \A1;2800 \A1;1700 \A1;1800 \A1;1200 \A1;750 \A1;1500 \A1;1350 \A1;1100 \A1;150 \A1;950 \A1;750 \A1;6150 \A1;1350 \A1;1350 \A1;400 \A1;500 \A1;500 \A1;1500 \A1;1200 \A1;1500 \A1;250 \A1;250 \A1;250 \A1;13000 \A1;1800 \A1;4500 \A1;6000 \A1;6000 \A1;12000 \A1;500 \A1;2000 \A1;350 \A1;850 \A1;2300 \A1;2400 \A1;3100 \A1;950 \A1;750 \A1;1600 \A1;750 \A1;1500 \A1;1050 \A1;600 \A1;250 \A1;1725 \A1;125 \A1;700 \A1;1800 \A1;1500 \A1;4500 \A1;1400 \A1;1400 \A1;1350 \A1;1350 \A1;700 \A1;750 \A1;1500 \A1;1200 \A1;2100 \A1;900 \A1;1350 \A1;2000 \A1;350 \A1;2100 \A1;1800 \A1;1800 \A1;1500 \A1;1350 \A1;125 \A1;1625 \A1;2500 \A1;1350 \A1;400 \A1;500 \A1;500 \A1;1500 \A1;1650 \A1;750 \A1;850 \A1;500 \A1;1350 \A1;500 \A1;500 \A1;13000 \A1;250 \A1;250 \A1;250 \A1;500 \A1;500 \A1;250 \A1;500 \A1;500 1 2 3 -419.1169108198956 -419.1169108198956 -419.1169108198956 A B C D E -12085.45111401498 -12085.45111401498 -12085.45111401498 -12085.45111401498 -12085.45111401498 A B C D E -12085.45111401498 -12085.45111401498 -12085.45111401498 -12085.45111401498 -12085.45111401498 1 2 3 -419.1169108198956 -419.1169108198956 -419.1169108198956 JKCB4 0.0 0.0 0.0 C15 0.0 0.0 0.0 JKCB1 0.0 0.0 0.0 0.0 plain concrete bedding 0.0 JKCB2 C15 0.0 0.0 0.0 JKCB3 C15 14@150 DB1 414 418 14@150 1@150 10@200 GF Ground Beam -2.250 0.0 2250 4000 -4.000 414 12@150 DB2 12@150 418 -2.250 12@150 10@200 0.0 DB1 14@150 0.0 414 418 14@150 14@150 -4.000 0.0 0.0 500 10@200 +0.000 +0.000 2%%13118 3 0.0 0.0 0.0 0.0 3 0.0 0.0 D C A B 0.0 0.0 0.0 1 2 0.0 0.0 E 1 2 0.0 0.0 0.0 A 0.0 B 0.0 C D E J-1 J-1 5 5 5 5 J-1 J-1 J-1 J-1 J-3 J-3 5 5 5 5 J-3 J-3 J-3 J-3 J-2 J-2 J-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 38300 5 5 -2.250 -1.600 -2.250 -2.250 -4.000 -2.250 -2.250 1:100 Pit Layout JKCB2 250 12@150 JKCB6 250 JKCB5 250 250 JKCB4 250 JKCB3 14@150 Outer Vertical Bar JKCB1 250 Pit Side Wall Table: Item Wall Thk. Inside Vertical Bar 8@600X600 Binding Bar 10@200 Horizontal Bar Double layers and directions -4.000 300 DB1 DB2 250 DB3 250 -1.600 -2.250 No. Bottom Board Thk. Pit Bottom Board Table: Board Level 14@150 12@150 Board Reinforcement densely, missed vibrating is now allowed; 1. The project is machinery tower of feed mill, inside ground level±0.000, outside ground level-0.300; made and steel water stop shold be set, the joint should be 300 higher than the board; motar), bottom and outer wall is hot coated with 4mm-SBS coiled material; 7. Foundation trench should be checked by relative department after finished; 8. Unmentioned matters see relative standard. 5. 100 thickness cinder bed under basement bottom board; 3. The foundation and pit adopts C30 leakageresisting concrete, leakageresisting grade:P6, bed:C15, 2. The found is independent, ground bearing capacity:fak=200Kpa, design grade:C; 4. Basement and pit construction: Construction Notes: JKCB1 JKCB2 JKCB2 JKCB3 JKCB3 JKCB3 JKCB2 JKCB2 JKCB2 JKCB2 JKCB2 JKCB2 JKCB1 JKCB3 JKCB4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14@150 414 C15 14@150 DB1 418 14@150 -4.000 218 -1.600 500 10@200 JKCB3 JKCB5 JKCB5 250 JKCB5 -18110.0 -18110.0 -18110.0 -18110.0 C15 10@200 12@150 414 418 12@150 -1.600 12@150 DB3 1600 +0.000 JKCB2 JKCB2 JKCB2 JKCB2 JKCB2 JKCB2 JKCB2 JKCB6 JKCB3 -18110.0 -18110.0 -18110.0 -18110.0 -18110.0 -18110.0 -18110.0 -18110.0 JKCB6 C15 250 12@150 414 418 12@150 500 -1.600 10@200 218 -2.250 12@150 DB2 12@150 %%13116@150 %%13116@150 1 1 -350.0 -350.0 -350.0 -350.0 5 -350.0 -350.0 -350.0 -350.0 -350.0 -350.0 -350.0 J-1 1:25 100 5 5 5 5 5 5 5 0.0 100 100 5 5 5 %%13116@150 %%13116@150 2%%1308 -4.600 1-1 1:25 Z-1 5 5 -13500.0 -13500.0 14@150 2 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J-2 1:25 1340.0 1540.0 1540.0 1540.0 1540.0 1340.0 1340.0 1340.0 1340.0 100 100 1540.0 1540.0 1340.0 %%13114@150 %%13114@150 2%%1308 -2.800 2-2 1:25 Z-2 0.0 0.0 3-3 1:25 0.0 0.0 0.0 0.0 0.0 100 0.0 0.0 5 0.0 5 100 100 %%13114@150 0.0 -2.800 %%13114@150 Z-3 2%%1308 0.0 1:25 J-3 0.0 %%13114@150 0.0 5 5 0.0 5 5 100.0 %%13114@150 3 -100.0 3 -67342.54936340451 -67342.54936340451 -67342.54936340451 -67342.54936340451 A B -67342.54936340451 -67342.54936340451 -67342.54936340451 1 2 3 -67342.54936340451 -67342.54936340451 A B C D E -67342.54936340451 -67342.54936340451 -67342.54936340451 -67342.54936340451 1 -67342.54936340451 2 3 -67342.54936340451 -67342.54936340451 C D E Column top level:±0.000 Column top level:±0.000 5 5 5 1:25 5 Z-1 2%%13122 5 5 1:25 Z-2 2%%13122 5 5 2%%13125 Z-1 550x700 %%13112@100 4%%13125 2%%13122 500x650 %%13010@100 4%%13122 Z-2 Column top level:±0.000 5 5 5 1:25 Z-3 5 2%%13122 450x600 %%13010@100 Z-3 4%%13122 2%%13122 3. Revetment and water reducing should be made before foundation 1. Concrete strength:C30, reinforcement:HPB235 grade, HRB335 grade, 2. Earthquake defend intensity: 7 degree, earthquake resistance rank: Note: 1:100 Concrete Column Plan 5 Z-1 5 5 5 0.0 0.0 Z-1 0.0 0.0 0.0 0.0 Z-1 0.0 0.0 4500.0 4500.0 Z-1 4500.0 4500.0 4500.0 4500.0 Z-1 4500.0 4500.0 4500.0 4500.0 Z-1 4500.0 4500.0 5 Z-2 5 5 5 0.0 0.0 Z-2 0.0 0.0 0.0 0.0 Z-2 0.0 0.0 5 5 5 5 Z-3 0.0 0.0 Z-3 0.0 0.0 0.0 0.0 Z-3 0.0 0.0 16500.0 16500.0 Z-3 16500.0 16500.0 16500.0 16500.0 Z-3 16500.0 16500.0 16500.0 16500.0 Z-3 16500.0 16500.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 A B 2 3 0.0 0.0 2 1 3 0.0 0.0 0.0 0.0 C D E 0.0 0.0 0.0 A B C D E 0.0 0.0 0.0 0.0 0.0 0.0 1 B A 0.0 2 3 0.0 A 0.0 B 3 1 2 0.0 0.0 0.0 D C 0.0 E 0.0 0.0 C D 0.0 E 200 L75X6 1 6 1 1000 140 +0.050 50 50 1-1 50 50 L75X6 6 50 33 1390 100 180 +0.100 -75X14 HW250X250X9X14 3 Column Base 3 6 120 169 169 350 12 75 490 -350X20 45¡ã 45¡ã 2 2 195 195 490 14 14 120 222 µæ°å¿×d=26 125 125 1 Column Base 1 2 350 +0.050 40 490 50 125 125 50 100 Column Base 2 150 12 45¡ã 2 120 -75X14 75 85 160 7 85 41.0 d= ¿× 33 M 160 150 120 12 450 186 12 590 45¡ã 2 120 150 19 12 7 120 19 µæ°å¿×d=26 175 175 2 220 12 120 136 400 75 -75X14 6 220 450 40 590 150 45¡ã M ¿× d= 150 400 100 150 150 HW350X350X12X19 50 50 125 125 99 199 100 175 HW300X300X10X15 100 75 150 15 120 15 540 2 7 270 120 45¡ã µæ°å¿×d=26 120 540 40 125 100 50 50 125 33 41.0 M 33 d= ¿× 41.0 Column Base Plan 1:100 YM1 (10M33) 0.0 0.0 0.0 0.0 0.0 0.0 YM2 (8M33) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YM1 (10M33) 0.0 0.0 0.0 0.0 0.0 0.0 YM1 (10M33) -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 YM1 (10M33) -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 -4500.0 (10M33) YM1 (10M33) YM1 0.0 0.0 0.0 0.0 (8M33) YM2 0.0 0.0 0.0 0.0 (8M33) YM2 YM3 (8M33) 0.0 -0.5349858547560871 -0.5349858547560871 0.0 0.0 0.0 0.0 (8M33) YM3 0.0 0.0 0.0 0.0 (8M33) YM3 0.0 -16500.0 -16500.0 -16500.0 (8M33) YM3 -16500.0 -16500.0 -16500.0 -16500.0 YM3 (8M33) -16500.0 -16500.0 -16500.0 YM3 (8M33) -16500.0 -16500.0 1:100 1 - 1 - 1 - 1 - 1 - 1 - 2 - 2 - 2 - 3 - 3 - 3 - 3 - 3 - 3 - -51250.2793162751 -51250.2793162751 -51250.2793162751 1 2 3 D -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 D -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 A B -51250.2793162751 C -51250.2793162751 -51250.2793162751 A B -51250.2793162751 -51250.2793162751 -51250.2793162751 C -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 E -51250.2793162751 -51250.2793162751 -51250.2793162751 -51250.2793162751 E -51250.2793162751 -51250.2793162751 -51250.2793162751 1 -51250.2793162751 -51250.2793162751 2 3 JKCB1 5 -44415.70795174523 -44415.70795174523 \A1;10500 550 JL-1 250 200 thick stone 200 thick C20 concrete Paint with 20 thick 1:2 cement motar Rammed earth, compaction degree¡Ý0.97 3%%13125 Backfill Soil Ground Construction 1:25 -0.020 %%1308@100 3%%13125 ±0.000 Pit Top Beam Reinforcement 1:100 2. Beside reserved holes, base plates and pipes are marked in the drawing, any changes to the beams, boards and 1. Frame beam and secondary beam adopts plan whole presensatation, such presensatation see details in relative rules; Notes: 3. Backfill soil outside the pit. JL-1 JL-1 JL-1 JL-1 JL-1 JL-1 JL-1 JL-1 LL1(1) 250x350 %%1308@150(2) 2%%13116;2%%13116 LL3(1) 250x350 %%1308@100/200(2) 2%%13116;3%%13116 LL2(1) 250x400 %%1308@100/200(2) 2%%13116;3%%13120 LL4(1) 250x400 %%1308@150(2) 2%%13116;3%%13120 LL4(1) LL4(1) LL4(1) LL4(1) LL5(1) 250x350 %%1308@150(2) 2%%13116;2%%13116 LL6(1) 250x400 %%1308@150(2) 2%%13116;3%%13118 LL7(1) 200x400 %%1308@150(2) 2%%13116;3%%13116 LL8(1) 200x350 %%1308@150(2) 2%%13116;3%%13116 LL8(1) LL6(1) LL6(1) 5 5 5 5 5 5 5 5 5 5 5 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 2 0.0 A 3 A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 B C 0.0 0.0 0.0 0.0 0.0 0.0 D E 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 B 0.0 C 0.0 0.0 0.0 0.0 D E 0.0 \A1;10500 0.0 0.0 0.0 0.0 0.0 0.0 1 2 3 1:100 Pit Top Board Reinforcement Drawing Notes: 10@150, board level:-0.020; corrected with relative drawing; 1. Plan holes see GF layout. 4. Backfill soil outside of the pit. 1. Hole making in floors sees construction drawing. Reinforcement Beside Hole 2\M+583312 Reinforcement L50X6¿×Öܲ¼Öà %%1306@200 -164373.1262895772 2\M+583312 %%1306@200 -164373.1262895772 212 each for up and down Reinforcement for hole joint length 600 Beam -164373.1262895772 -164373.1262895772 210 down row (214) 212 -164373.1262895772 <300 B (Reinforcement round hole) B d<300 d 5 5 LL4(1) 0.0 0.0 Dash--RC cast-in¡ªsitu Foundation Plan 1:100 D 130452.7861552251 D 130452.7861552251 130452.7861552251 130452.7861552251 130452.7861552251 130452.7861552251 A 1 130452.7861552251 B 130452.7861552251 C 130452.7861552251 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ A 130452.7861552251 2 3 130452.7861552251 130452.7861552251 B 130452.7861552251 C 2009-012 130452.7861552251 130452.7861552251 E 1 130452.7861552251 E 2 3 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B D 0.0 C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 D 0.0 C 0.0 E 2 3 7.9 3.9 -737.0 -1.7 -7.7 -839.1 4.0 -2.4 9.3 2.6 -1.2 2.9 -468.2 3.3 -7.5 -2.4 1.9 -656.6 -4.0 -2.2 -1078.7 -1194.6 -73.4 3.5 25.4 2.0 -77.3 1.6 -1260.6 27.2 1.1 9.1 71.6 -949.5 6.8 -24.6 -25.3 5.0 6.1 -10.2 -4.4 -6.3 2.0 3.9 -350.2 -1.7 -2.1 -385.7 3.4 -2.1 -2.9 -15.6 -176.2 4.5 -12.8 -1.6 -2.3 -273.4 -5.1 1.6 -14.0 -55.6 -983.1 15.4 -7.6 -2.6 54.8 -890.2 -15.6 -1.4 -0.9 19.3 -77.8 -6.7 -0.5 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B 0.0 D C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 0.0 D C 0.0 E 2 3 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B 0.0 D C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 0.0 D C 0.0 E 2 3 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B 0.0 D C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 0.0 D C 0.0 E 2 3 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B 0.0 D C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 0.0 D C 0.0 E 2 3 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 A B D 0.0 C 0.0 E 1 0.0 0.0 0.0 2 3 0.0 A B 0.0 D 0.0 C 0.0 E 2 3 1.5 -1.9 -128.7 0.9 1.1 -265.7 0.7 -0.5 2.0 0.9 0.6 -1.7 -405.2 1.2 1.1 0.6 2.7 -622.8 -5.3 0.7 -20.0 6.0 -802.6 10.4 3.4 -16.6 1.8 -1178.4 8.4 1.2 13.6 15.5 -564.2 -732.4 8.5 -10.5 -9.2 7.5 0.9 -5.7 -5.2 0.1 0.5 2.2 -46.8 -1.4 0.1 -97.1 5.1 -3.0 -3.5 -138.9 -1.1 1.8 -5.2 -1.9 -4.9 -238.0 -2.8 2.5 -15.6 -389.0 -1.0 -8.5 1.0 -3.5 -2.5 -215.4 -1.8 1.0 -1.2 -49.2 -1.4 -0.7 2.4 7.9 3.9 -737.0 -1.7 9.4 407.6 -2.7 1.4 14.1 2.6 -2.5 6.2 -428.5 4.6 15.2 3.4 3.8 -451.0 -7.0 5.2 -5.4 29.3 -704.0 4.7 10.3 4.4 46.3 -274.1 -2.3 15.8 31.2 19.3 -823.6 -905.8 3.0 -30.9 -8.9 11.8 6.1 -11.5 -2.3 6.4 2.0 3.9 -350.2 -1.7 2.2 225.2 4.6 -2.6 -11.4 -136.5 -1.7 3.8 -16.9 -4.4 -0.1 -262.0 -6.1 0.7 -35.7 -316.9 -3.6 -13.7 9.0 -22.0 -258.8 5.6 -1.7 -6.6 -7.0 -50.8 -1.9 -2.5 4.2 1.3 -19.0 -175.2 6.4 0.8 -168.3 18.3 -6.2 2.0 0.7 11.2 -34.2 -360.3 1.1 0.9 0.5 13.2 -525.2 -38.0 0.5 -1058.1 -1167.0 -73.4 3.5 25.4 2.0 -112.7 1.7 -1011.8 37.2 1.1 9.0 71.7 -745.9 73.7 -7.4 -25.4 5.0 0.8 -4.1 -26.3 0.2 0.4 18.6 -77.6 -6.4 0.1 -99.7 20.8 -7.6 -3.0 18.9 -62.9 -6.5 -4.2 -1.6 -38.8 -230.0 13.6 -2.2 -14.9 58.0 318.0 -17.4 -8.1 -3.2 -58.8 526.7 17.2 -1.7 -0.9 19.3 -77.8 -6.7 -0.5 -6.1 -5.6 565.6 2.5 9.1 497.7 -2.5 1.4 -10.7 -1.5 3.7 -8.8 -5.5 -2.7 14.4 3.2 2.8 -142.0 -4.9 4.8 59.4 0.7 444.8 -18.3 0.4 101.8 5.5 -174.4 -32.0 3.1 1.0 -62.0 543.5 1.9 24.0 166.7 19.4 0.6 -4.9 7.8 -0.9 6.3 -1.4 -1.0 282.3 -0.1 2.2 253.6 2.5 -1.3 -1.4 18.2 -5.4 -6.0 11.0 -0.8 -6.7 -42.3 2.8 2.9 -10.3 58.1 483.2 -17.2 -5.6 -2.2 -57.6 577.3 16.7 -1.2 -0.6 -16.3 -0.3 8.0 5.0 1.3 -19.0 -175.2 6.4 0.5 -78.3 18.5 -6.2 2.0 0.7 11.2 -34.2 -360.3 1.1 0.9 0.3 13.2 -525.2 -38.0 0.5 -1058.1 -1194.6 -73.4 3.5 25.4 2.0 -112.7 1.7 -1011.8 37.2 1.1 9.0 71.7 -745.9 73.7 -7.4 -25.4 5.0 0.8 -4.1 -26.3 0.2 0.4 18.6 -77.6 -6.4 0.1 -99.7 20.8 -7.6 -3.0 18.9 -62.9 -6.5 -4.2 -1.6 -38.8 -230.0 13.6 -2.2 -12.2 58.3 449.7 -17.3 -6.7 -3.6 -58.9 502.8 17.2 -1.9 -0.9 19.3 -77.8 -6.7 -0.5 7.9 3.9 -737.0 -1.7 9.5 384.8 -2.5 1.3 14.1 2.6 -2.5 6.2 -428.5 4.6 15.2 3.4 3.5 -411.3 -6.4 5.2 -5.4 29.3 -676.4 4.8 10.3 4.4 46.3 -274.1 -2.3 15.8 31.2 19.3 -823.6 -905.8 3.0 -30.9 -8.9 11.8 6.1 -11.5 -2.3 6.4 2.0 3.9 -350.2 -1.7 2.2 215.8 5.0 -2.8 -11.4 -136.5 -1.7 3.8 -16.9 -4.4 -0.1 -262.0 -6.1 0.7 -35.7 -316.9 -3.6 -13.7 9.0 -22.0 -258.8 5.6 -1.7 -6.6 -7.0 -50.8 -1.9 -2.5 4.2 Combinated force Sketch of Column and Wall in Ground Floor [Condition] : Nmax (Unit£ºKn, Kn.m) Combinated force sketch of Column and Wall in Ground Floor [Condition] : D+L (Unit£ºKn, Kn.m) DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ Sketch 1 in GF ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 2 in GF ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 3 in GF Combinated force sketch of Column and Wall in Ground Floor [Condition] : Vxmax (Unit£ºKn, Kn.m) Combinated force sketch of Column and Wall in Ground Floor [Condition] : Vymax (Unit£ºKn, Kn.m) ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 4 in GF Combinated force sketch of Column and Wall in Ground Floor [Condition] : Nmin (Unit£ºKn, Kn.m) ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 5 in GF Combinated force sketch of Column and Wall in Ground Floor [Condition] : Mxmax (Unit£ºKn, Kn.m) ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 6 in GF Combinated force sketch of Column and Wall in Ground Floor [Condition] : Mymax (Unit£ºKn, Kn.m) ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Combinated force 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Sketch 7 in GF 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B 5 5 1 2 5 A 5 3 5 5 5 5 5 5 5 5 C 5 5 Ö±ÅÀÌÝ 5 D 5 5 -2.250 -4.000 5 5 5 5 5 5 5 5 Ö±ÅÀÌÝ 5 5 5 5 5 5 5 5 5 -2.250 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E 5 5 -2.250 5 5 5 ±äÐηì 5 5 5 5 -1.600 Pit and Channel Layout -2.250 5 27800 5 5 \fËÎÌå|b0|i0|c134|p54;2000x12=24000 5 5 250 2 1 3 5 5 5 5 5 5 5 5 C-1 C-1 5 5 5 5 B (Same application for base plate A M1 1-1 4%%13114 5 25 5 1 C 25 100 25 1 25 (Èûº¸) 100 5 5 5 D -2.250 -4.000 200 100 100 -150x150x10 10 -1.600 A B C 5 5 5 5 M-1 5 5 5 5 1 2 5 5 3 GF Layout 5 1:100 5 5 5 5 5 M-4 5 5 5 C-2 5 M-2 5 5 5 5 5 5 5 Ö±ÅÀÌÝ 5 5 ±0.000 5 5 5 5 C-1 5 5 5 C-2 5 5 5 5 5 5 Ö±ÅÀÌÝ 5 5 5 5 5 5 5 5 5 80 80 A M1 1-1 2. HH5028 elevator reserved hole size:1100x530; 4. 6# angle iron is embedded aroung square hole, -200x200x10 25 25 150 1 B (Èûº¸) 25 4%%13114 150 1 25 3. All holes are in one line vertically; C 100 ±0.000 10 ǽÃæ¿×d450mm ¶´µ×±ê¸ß Material Code 112 full construction reinforcement or full force 312 full construction 25 h/2 E 200 200 Construction Drawing of Deformation 30 2 h=250 2 h/2 3 reinforcement through wall, roof or bottom board 412full construction reinforcement 8@200 1 through wall, roof 2 BC 300X6-30 Rubber Waterstop 1 BE 300X6-30 3 Code Name Spec. low modulus,twin-pack, polysulfide sealant PG -321 low¡ªfrothing extrusion polyvinyl chlorideboard D E 5 5 13000 5 1. All partion in workshop (all unmarked ones are light partition wall) should be built 2. Light partition wall can be made of light-gauge steel with refractory paper plaster tablet 5 \A1;10500 5 5 5 5 5 5 5 5 5 5 M-4 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 5 5 5 5 5 M-3 5 5 5 5 ±0.000 ·ÛËéÊÒ 5 5 5 +2.750 5 5 5 5 C-1 5 C-1 5 Ö±ÅÀÌÝ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13000 1 2 5 5 5 5 5 5 4. Steel rail aroud hoiting hole, with one frexible side. 3. Hoisting hole is covered with the board after machinery installation; 30x12+20x12 in both side and 100mm mineral wool thermal insulation layer inside; 3 Notes: 1. HH5023 elevator reserved hole size:1100x480; Pit(Channel) Groove D Notes: 1 E L=250 63 8@200 63 L63X6 ±0.000 5 5 ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 GF Floor Plan 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Pit and Channel 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Code Name Spec. reinforcement force reinforcement or bottom board Joint Reinforcement Ourter wall is painted with C20, 1:2 cement mortar (with 10% water proof motar), Basement water proof grade:II; waterproof concrete permeated-resisting grade:S6 bottom and outer wall is hot coated with 4mm-SBS coiled material. Water proof construction: Notes: (Pit and channel wall is made of reinforced concrete) 1:100 in basement and channel) Floor Plan ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ after machinery installation; see above drawing. ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Column Base Plan 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Column Achor Plan 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD 8. Anchor center allowed deviations:3mm. 10. When making foundation, underground water level should be decreased to 0.5m and columnthen base packed with C10 cement, thk¡Ý50mm, above ground¡Ý150mm. 9. Column level painted with NaNO2 cement motor(2% of cement weight), under channer, soak channle in rain season is not allowed. 5. Adjust level, use nut leve as bottom plate level, towel with C40 fine stone cement. 4. After check anchor site and size, measure anchor level. 3. Anchor pat and bottom plate is weld with seam12mm afte column installation. 6. Column level:±0.000 with twin nuts. 7. Anchor thread length:180, out length:190. 2. Anchor fixing frame is just fro refrence. 1. Anchor material is Q235. Notes: Anchor M24 Fix Drawing M24 Anchor Drawing Column Achor Plan ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Anchor 24 Level with Nut C40 Extruded Stone Cemnet Adjust Level Plate(-10) Steel Plate Anchor Fixing Frame Anchor Fixing Frame Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Pit Layout 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Concrete Column 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Base Plan reinforcement cover thickness: beam 25, column 30, board 15; 3 level, site classification: II class; soaking is not allowed during raining. made, groundwater level should be lower 0.5m than channel bottom, ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Foundation Layout 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Foundation Plan 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD 14@150 be lower 0.5m than channel bottom, soaking is not allowed during raining; ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Double layers and directions 12@150 Double layers and directions 14@150 14@150 12@150 12@150 14@150 14@150 14@150 12@150 12@150 8@600X600 8@600X600 8@600X600 8@600X600 8@600X600 10@200 10@200 10@200 10@200 10@200 --HPB235 steel, --HRB335 steel; a. Medium sand for the concrete, stone max. dia.¡Ü3cm, silt content¡Ü3%, concrete should be virated b. Bottom and wall should be cast one time, if seperated, horizontal construction joint should be c. side wall and bottom board is painted with 20 thickness 1:2 cement motar (with 10% water proo 6. Revetment and water reducing should be made before foundation made, groundwater level should plain concrete bedding GF Ground Beam plain concrete bedding plain concrete bedding GF Ground Beam plain concrete bedding plain concrete bedding ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Pit Bottom Board And 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Side Wall Drawing Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Pit Bottom Board And 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Side Wall Drawing Project Date ʵ Ãû ÁÐ ÏîÄ¿¸ºÔðÈË Éó ¶¨ Éó ºË У ¶Ô Åú ×¼ »æ ͼ Éè ¼Æ ·Ö Ïî ºÅ Éè ¼Æ ºÅ ͼ ºÅ ±È Àý Ç© Ãû ÁÐ 01 Pit Top Board 2009.12 ½áÊ©10 ¼ûͼ 2009-012 DAMS IMPLEMENTATION UNIT 10T/H POULTRY FEED PROJECT GOLDLONG MACHINERY AND ENGINEERING CO.,LTD Reinforcement Drawing columns should be confirmed by professional structure engineer; ʵ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ Êµ Ãû µç Æø ½¨ Öþ ר Òµ Ç© Ãû ʵ Ãû ר Òµ ÈÕ ÆÚ ½á ¹¹ ¸ø ÅÅ Ë® ů ͨ Ç© Ãû ÈÕ ÆÚ concrete slab (Reinforcement round hole) Beam up row (212) Reinforcement for hole 210 up row (212) Beam (214) 212 down row Beam Reinforcement Reinforcement Reinforcement Reinforcement Reinforcement Sectional Drawing of 2. Top board thickness:150, double layers and directions 3. All reserved holes for the machinery should be

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Elevator
Tags	autocad, block, civil, construction details section, cut construction details, drawings, DWG, factory, feed, mill