旋噴樁專(zhuān)項(xiàng)安全施工方案

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2.1、設(shè)計(jì)概況........................................................................................................................................

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5.2、職責(zé)

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、指揮長(zhǎng)職責(zé):........................................................................................................................

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第一章 編制說(shuō)明1.1

編制依據(jù)

1.2

適用范圍

1.3

編制原則

第二章 工程概況2.1、設(shè)計(jì)概況

45cm,相互咬合

～50°。穿越的地形主要為白堊系上統(tǒng)勐野井組（K2me)泥礫巖、泥巖夾砂質(zhì)泥巖，白堊系上統(tǒng)虎頭寺組（K2h）砂巖夾粉砂巖，

段覆蓋溝谷處覆蓋第四系殘坡積層（Q4el+dl)粉質(zhì)黏土夾

主要施工機(jī)械包括：XY-100

第三章 質(zhì)量、安全、環(huán)境保證措施3.1

質(zhì)量保證措施

,以確保漿液配比的正確性.灰漿攪拌應(yīng)均勻，并進(jìn)行過(guò)

3.2

安全保證措施

⑼機(jī)械定期維修,確保作業(yè)安全。

3.3

環(huán)境保證措施

⑵運(yùn)輸、施工作業(yè)的的車(chē)輛在離開(kāi)施工作業(yè)場(chǎng)地前,應(yīng)對(duì)車(chē)輛輪胎、車(chē)廂、第四章 防汛、消防、保衛(wèi)保證措施4.1

消防措施

4.2

保衛(wèi)措施第五章