鋼管樁施工的方案

目 錄

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第1章

合管廊工程線路沿市政一號(hào)公路右側(cè)敷設(shè)，南北走向，設(shè)計(jì)在公路紅線用地外，15m

×H=（1.6+1.9+2.6+3.2）×3.1m。本段工程分三個(gè)段落設(shè)計(jì)管廊溝槽開挖采用鋼管樁防護(hù)措施，即：K0+000～K0+280、K0+840～K0+960

1.2.1

交通條件

1.2.2

其他施工條件

序號(hào)123456789101112131415

項(xiàng)目名稱開挖土方開挖石方回填土石方回填碎石坡面防護(hù)Φ146*4.5

微型鋼管樁Φ146*4.5

微型鋼管樁注漿Φ609*16

鋼管支撐400*400*13*21

鋼圍檁C35

混凝土C20

混凝土碎石墊層鋼筋防水卷材頂、底板

5cm

細(xì)石砼保護(hù)層

計(jì)量單位mmmm㎡kgmttmmmt㎡m

工程數(shù)量44921.1549413.13115947.947321.0693.31914.01083.58632.9624665.01743.05228.94933.048605.02207.9

備注161718

側(cè)墻聚笨板保護(hù)層鍍鋅鋼板止水帶橡膠止水帶

㎡mm

14414.57222.942884.4

第2章

2.1.1

施工組織管理機(jī)構(gòu)

2.1.2

施工人員計(jì)劃

3人

2人

1人2.1.3

2臺(tái)

4臺(tái)3臺(tái)2臺(tái)1臺(tái)3輛3臺(tái)2臺(tái)4臺(tái)

1臺(tái)1臺(tái)1套1套2臺(tái)

1臺(tái)1臺(tái)1臺(tái)2臺(tái)2臺(tái)1臺(tái)

第3章 本段工程分三個(gè)段落設(shè)計(jì)管廊溝槽開挖采用鋼管樁防護(hù)措施，即：K0+000～K0+280、

300mm，每根長度

3.2.1 3.2.2

的微型，安放要居中，鋼管兩側(cè)每隔2

3.2.3

3.2.4

3.2.5

鋼圍檁和橫向采用三道Φ609*16

1、材料符合質(zhì)量標(biāo)準(zhǔn)，并附有生產(chǎn)廠家的質(zhì)量證明。每批水泥入庫前按有關(guān)規(guī)定進(jìn)3、在施工過程中，質(zhì)檢人員的檢查驗(yàn)收貫穿于整個(gè)過程，以質(zhì)量檢查程序和檢測(cè)手4、嚴(yán)格把好質(zhì)量關(guān)。鋼管樁制作完成后，必須經(jīng)質(zhì)檢員及監(jiān)理驗(yàn)收合格后，方準(zhǔn)進(jìn)5、施工過程