[PPT]橋梁工程懸臂掛籃施工全解析（232頁 附圖豐富）_ppt

1、in which we have developed our knowledge and learn our skills.惡劣氣候下我們的施工設(shè)備經(jīng)受了考驗(yàn)NRS 公司的掛藍(lán)，MSS造橋機(jī)，LG預(yù)制拼裝系統(tǒng)以其高效，經(jīng)濟(jì)聞名于世，我們已經(jīng)為全世界各地300多座大型橋梁提供了施工設(shè)備。 挪威NRS公司挪威NRS公司以其豐富的經(jīng)驗(yàn)為世界各地大型橋梁施工項(xiàng)目提供服務(wù)。 挪威NRS公司我們的主要產(chǎn)品：掛藍(lán)(建橋者) 現(xiàn)澆混凝土及預(yù)制節(jié)塊橋梁.造橋機(jī) (MSS) 現(xiàn)澆混凝土橋梁（上行式及下行式） 預(yù)制節(jié)塊拼裝系統(tǒng) (LG) 預(yù)制節(jié)塊施工 上行式及下行式掛 藍(lán)預(yù)制節(jié)塊拼裝用掛藍(lán)上行式MSS造橋機(jī)下行式M

2、SS造橋機(jī)上行式預(yù)制拼裝系統(tǒng)下行式預(yù)制拼裝系統(tǒng)適用范圍MSS 造橋機(jī)跨度 15 - 80 m一般適用長度 500m 以上施工周期/孔6 10 天適用范圍LG 預(yù)制拼裝系統(tǒng)跨徑: 20 100m一般施工長度: 最少 600 - 800 節(jié)塊一般施工周期/孔1-2 天 / 孔適用范圍BB 建橋者掛藍(lán)跨度: 60 300m一般施工周期:2 x 1 節(jié)段 / 周建橋者掛藍(lán)現(xiàn)澆混凝土橋梁用掛藍(lán)標(biāo)準(zhǔn)建橋者掛藍(lán)每次澆注節(jié)段長度為5米，荷載（混凝土+模板）為100-600噸，用鋼量為25噸-110噸。標(biāo)準(zhǔn)建橋者可適用于幾乎各種橋梁斷面。當(dāng)橋梁寬度，節(jié)段高度，翼板厚度發(fā)生變化時(shí)調(diào)整十分方便。 一般適用節(jié)塊長度為

3、3-5米，重量100-400噸。使用液壓系統(tǒng)推進(jìn)。橫坡縱坡均可調(diào)整。 預(yù)制節(jié)塊拼裝掛藍(lán)幾乎可適用于未來項(xiàng)目的任何斷面。 預(yù)制節(jié)塊拼裝用掛藍(lán)世界跨度最長的混凝土懸臂梁橋 重量輕:The use of rectangular hollow sections in the main structural components and recoverable high strength bars in all stays and ties reduces the total steel weight to a minimum. 使用靈活:The Bridgebuilder may be adapted

4、 to almost any cross-section and is easily adjustable during operation to variations in segment length, box height, web thickness, deck width and road alignment (gradient, curvature, super-elevations). 撓度小:The vertical deflection at the front of the Bridgebuilder is less than 25 mm at maximum load.

5、Formwork beams are designed for a maximum deflection of L/400 of their length. 安裝快捷:One Bridgebuilder may be assembled in one week. Rolling forward on rails, the reset time is short. 建橋者掛藍(lán)主要特點(diǎn)：現(xiàn)澆混凝土建橋者主軌液壓油缸建橋者主要組成部分下拉油缸推進(jìn)油缸主千斤頂前后工作車主軌液壓油缸建橋者掛藍(lán)前后工作車主軌液壓油缸建橋者掛藍(lán)的主要組成部分NRS AS主框架前后工作車主軌液壓油缸建橋者的主要組成部分NRS

6、 AS主框架 前后框架底框架橫梁內(nèi)模前后工作車主軌液壓油缸建橋者的主要組成部分NRS AS主框架前后框架底框架橫臂內(nèi)模外模底模內(nèi)模前后工作車主軌液壓油缸The Bridgebuilder - ComponentsNRS AS主框架前后工作車底框架橫梁液壓油缸內(nèi)模外模底模內(nèi)模端模工作平臺建橋者掛藍(lán)建橋者掛藍(lán)施工程序:掛藍(lán)除內(nèi)模部分移動(dòng)到新的混凝土澆注位置。 調(diào)整外模，并將其固定。底板及翼板鋼筋綁扎內(nèi)模推進(jìn)頂板鋼筋綁扎底板及翼板混凝土澆注，頂板混凝土在間隔一定時(shí)間后澆注，也可在第二天澆注。養(yǎng)護(hù)完成后張拉。松開模板，推進(jìn)掛藍(lán)。多數(shù)情況下施工周期為1周，也有4-5天的實(shí)例。 NRS AS用于小墩頂施工

7、的建橋者在墩頂長度僅為3米的情況下用掛藍(lán)施工的方法。3 m第一步:在3米長的墩頂上安裝建橋者用于小墩頂施工When the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the

8、 above 4 phases.第二步:在墩頂兩側(cè)澆注混凝土建橋者用于小墩頂施工When the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phas

9、es.第三步:將建橋者分開建橋者用于小墩頂施工When the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第三步:將建橋者分開建橋者用

10、于小墩頂施工When the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第四步:完成12米墩頂混凝土，可進(jìn)行標(biāo)準(zhǔn)掛藍(lán)施工建橋者用于小墩

11、頂施工When the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第四步完成12米墩頂混凝土，可進(jìn)行標(biāo)準(zhǔn)掛藍(lán)施工建橋者用于小墩頂施工W

12、hen the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第四步完成12米墩頂混凝土，可進(jìn)行標(biāo)準(zhǔn)掛藍(lán)施工建橋者用于小墩頂施工When

13、the pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第四步完成12米墩頂混凝土，可進(jìn)行標(biāo)準(zhǔn)掛藍(lán)施工建橋者用于小墩頂施工When the

14、pier head is too small to allow normal assembly of the Bridgebuilder, our patented Cross-member solves the problem. It makes it possible to start free cantilevering from pier heads as small as 3 m. The procedure is illustrated through the above 4 phases.第四步完成12米墩頂混凝土，可進(jìn)行標(biāo)準(zhǔn)掛藍(lán)施工Stolmasundet Bridge, Norway目前世界掛藍(lán)施工的跨度最長的混凝土橋梁主孔: 301 m橋?qū)? 12,1 m最大荷載 :160 tons施工周期:2 x 1 segment per weekPuente Internacional sobre el Rio Guadiana, Spain/Portugal最大荷載 :155 tons最大橋梁寬度: 18 m 最大箱梁寬度:11 m 最大澆注長度:4,5 mVarodd Bridge, 挪威Seo Hae, 韓國Wadi Akbara Bridge, 以色列最大跨度:80 m最大荷載 :150 tons最大橋?qū)? 13,7 m 最大箱梁寬度:5,5 m 最大節(jié)段長度