钢桁架桥现场吊装说明VIP免费

1鋼桁架橋現場吊裝說明2鋼桁架橋現場吊裝說明0１封面0２目錄0３整體進度表0４構件數量表0５鋼板總數量0６下弦平面圖0７上弦平面圖0８立柱側視圖0９～13吊車資料14～28施工圖面29～34現場照片說明34鋼桁架橋現場吊裝說明下弦主箱樑：１８構件下弦橫樑：１７構件下弦縱樑：６４構件立柱箱樑：３２構件上弦主箱樑：１６構件上弦橫樑：８構件上弦縱樑：２８構件共計：１８３構件5構件名稱單構件重(Kg)數量構件名稱單構件重(Kg)數量構件名稱單構件重(Kg)數量G1A0131112.6131.11TG2C0116080.6116.08TGA0120567.3120.57TG1A0227571.3127.57TG2C0211307.9111.31TGA0220054.0120.05TG1A0316522.4116.52TG2C039780.219.78TGA0318696.8118.70TG1A0424554.3124.55TG2C049650.019.65TGA0418609.0118.61TG1A0524554.5124.55TG2C058645.018.65TGA0518609.0118.61TG1A0624553.5124.55TG2C068691.118.69TGA0618685.5118.69TG1A0724580.8124.58TG2C078643.318.64TGA0720326.7120.33TG1A0827264.1127.26TG2C088692.018.69TGA0818973.9118.97TG1A0928964.2128.96TG2C098640.218.64TGB0120567.3120.57TG1B0131765.4131.77TG2C108696.218.70TGB0220054.0120.05TG1B0227571.3127.57TG2C118637.118.64TGB0318696.8118.70TG1B0316522.4116.52TG2C128694.618.69TGB0418609.0118.61TG1B0424554.3124.55TG2C139349.619.35TGB0518607.8118.61TG1B0524554.5124.55TG2C149799.519.80TGB0618699.3118.70TG1B0624553.5124.55TG2C1511339.0111.34TGB0720400.7120.40TG1B0724630.5124.63TG2C1616940.8116.94TGB0819070.8119.07TG1B0827563.2127.56TG2D0116080.6116.08T小計309.23TG1B0928942.4128.94TG2D0211307.9111.31TG2ES-118289.4118.29T小計460.34TG2D039780.219.78TG2ES-218289.4118.29TG1EF-125024.9125.02TG2D049650.019.65TG2ST-17285.117.29TG1EF-225026.3125.03TG2D058644.418.64TG2ST-27285.117.29TG1FB-113345.2113.35TG2D068691.118.69TG2ST-37285.117.29TG1FB-213345.2226.69TG2D078643.318.64TG2ST-47285.117.29TG1FB-313345.2113.35TG2D088692.018.69TG2ST-57285.117.29TG1FB-413349.2113.35TG2D098640.218.64TG2ST-67282.917.28TG1FB-513349.8113.35TG2D108696.218.70T小計80.29TG1FB2-110807.4443.23TG2D118638.218.64TG2BR1-13030.413.03TG1FB2-210807.4221.61TG2D128699.418.70TG2BR1-23030.413.03TG1FB2-310808.9110.81TG2D139359.819.36TG2BR1-33027.813.03TG1FB2-410808.9110.81TG2D149814.919.81TG2BR1-43027.813.03TG1FB2-510808.9110.81TG2D1511360.0111.36TG2BR1-53027.813.03TG1FB2-610811.3110.81TG2D1617004.3117.00TG2BR1-63027.813.03T小計238.21T小計327.29TG2BR1-73027.813.03TG1S1-11688.546.75T合計327.29TG2BR1-83027.813.03TG1S1-21730.8915.58TG2BR1-93027.813.03TG1S1-31774.258.87TG2BR1-103027.813.03TG1S1-41817.52749.07TG2BR1-113027.813.03TG1S1-51817.135.45TG2BR1-123027.813.03TG1S1-61814.711.81TG2BR1-133027.813.03TG1S1-71769.311.77TG2BR1-143027.813.03TG1S1-81723.511.72TG2BR1-153027.813.03TG1S1-91721.111.72TG2BR1-163027.813.03TG1S1-101676.411.68TG2BR1-173028.213.03TG1S1-111815.711.82TG2BR1-183032.513.03TG1S1-121770.711.77TG2BR1-193031.713.03TG1S1-131726.011.73TG2BR1-203028.213.03TG1S1-141724.211.72TG2BR1-213027.013.03TG1S1-151680.211.68TG2BR1-223034.213.03TG1S1-161772.411.77TG2BR1-233031.713.03TG1S1-171728.411.73TG2BR1-243025.713.03TG1S1-181727.711.73TG2BR1-253040.213.04TG1S1-191684.411.68TG2BR1-263010.313.01TG1S1-201730.511.73TG2BR1-273065.013.07TG1S1-211688.211.69TG2BR1-282987.212.99T小計113.48TG2BR2-11822.911.82T合計812.03TG2BR2-21826.111.83TG2BR2-31826.111.83TG2BR2-41826.111.83T合約數量追加數量G2BR2-51826.911.83TG2BR2-61821.711.82TG2BR2-71824.311.82T小計97.57T合計487.08T立柱構件1589=37.4追加金額1,968,742(二)橫樑(三)斜撐樑(一)主箱樑(三)縱樑上弦構件總重總重下弦構件總重(二)橫樑(一)主箱樑總重(一)主箱樑總計1,626.40T_6789800頓吊車10800頓吊車11800頓吊車12450頓吊車13450頓吊車14立面示意圖第一階段動作一：吊裝G1A07,G1A08,G1A0945P0415第一階段動作二：吊G1EF-2立面示意圖45P0416第一階段動作三：吊G1B07,G1B08,G1B09立面示意圖45P0417第一階段動作四：吊G1A06&北端五支橫樑立面示意圖45P0418第二階段動作一：箱樑吊裝於拖車上45P0445P0219第二階段動作二：吊G1A01,G1A02,G1A03,G1A04,G1A0545P0445P0220第二階段動作三：吊G1A01,G1A02,G1A03,G1A04,G1A0545P0445P0221第二階段動作四：吊G1EF-1&G1B0645P0445P0222第二階段動作五：吊G1B01,G1B02,G1B03,G1B04,G1B0545P0445P0223第二階段動作六：吊G1B01,G1B02,G1B03,G1B04,G1B0545P0445P0224第三階段橫樑吊裝45P0445P0225第四階段下弦橫樑吊裝26第五階段主箱樑+上立柱施工27第六階段上弦箱樑+斜撐樑施工28施工現場說明29典寶溪南岸現狀約8m寬約13m寬30典寶溪北岸現狀400t吊車作業區，需再借地。31典寶溪北岸出入口限高架高度4.2m4.2m32吊車作業時需注意鐵路高壓電線(35000伏特)33吊裝後示意圖