亚洲欧美一区二区不卡精品,国产av一区二区亚洲精品,欧美精品aaa久久久影院,国产成人亚洲精品自产在线,国产精品国产三级国AV,亚洲一区二区高清精品,久久精品免费一区二区三区 ,日韩在线精品观看视频,777米奇色狠狠俺去啦奇米77,日本在线视频www鲁啊鲁

建虎網(wǎng) 節(jié)省時(shí)間成本,讓工作學(xué)習(xí)變得更高效!www.xcky8.com

土石方開挖施工技術(shù)交底記錄.doc

更新時(shí)間: 2024-02-29
下載權(quán)限: 免費(fèi)會員
文件大小: 0.01 MB
文件類型: .doc
瀏覽次數(shù):
上傳會員: 龍龍
所屬欄目: 路橋技術(shù)交底
進(jìn)入下載頁
資料簡介

交底內(nèi)容:
1、開挖前應(yīng)對開挖區(qū)域的原地形進(jìn)行復(fù)測、拍照、報(bào)監(jiān)理審批,作為工程量計(jì)量的依據(jù)。
2、開挖前先作好排水設(shè)施,保證土石方工程排水順暢。
3、挖土應(yīng)由邊到中,分層循序進(jìn)行。當(dāng)開挖至接近路基設(shè)計(jì)頂面時(shí),應(yīng)根據(jù)土質(zhì)情況注意預(yù)留碾壓沉落高度,其數(shù)值可通過試驗(yàn)確定。
4、路基的尺寸和高程必須符合圖紙要求,不得超挖,同時(shí)應(yīng)根據(jù)施工需要增加工作面寬度。
5、地基的任何部分受到擾動或損壞時(shí),按照監(jiān)理工程師的要求予以超挖。
6、開挖完后路基要進(jìn)行平整、碾壓。路基壓實(shí)采用重型擊實(shí)標(biāo)準(zhǔn),路塹以下深度0~30cm內(nèi)路基壓實(shí)度要求達(dá)到95%。如達(dá)不到壓實(shí)標(biāo)準(zhǔn)時(shí),要進(jìn)行換土處理。
7、整個(gè)施工期間,始終對所有挖方和路堤的工程邊坡、路拱和排水溝進(jìn)行修筑,并予以養(yǎng)護(hù)來保證滿足排水的要求。
8、路基在開挖過程中,若遇軟弱地層或障礙物,需采取特殊措施時(shí),應(yīng)與監(jiān)理工程師和設(shè)計(jì)部門商討處理。
Cards on the table contents:
1 excavation area before the excavation should retest the original terrain, taking photographs, newspaper supervisory approval, as the basis for measuring quantities.
2, make drainage facilities before excavation, earth works to ensure smooth drainage.
3, by the side of the excavation, the layered sequentially. When the excavation to the top surface close to the design of embankment should be compacted under the sink soil conditions allow a high degree of attention, its value can be determined through experiments.
4, the roadbed must meet the size and elevation drawings shall not exceed dug, and construction should be increased face width.
5, the foundation of any part of the disturbed or damaged, according to the requirements of supervision engineers to be super-dig.
6, finished roadbed excavation to finish, rolling. Compaction by heavy compaction standards, the following cutting depth of 0 ~ 30cm subgrade compaction requirements within 95%. If not meet compaction standards, the need for changing soil.
7, during the construction period, and always for all excavation and embankment slope, road humps and drains were built, and be guaranteed to meet the water conservation requirements.
8, roadbed in the excavation process, In case of soft ground or obstacles, need to take special measures, should be supervision of engineers and design departments to discuss treatment.
 

下載地址

前往下載

日本伊人色综合网| 国产亚洲精品美女久久久M| 欧美精品aaa久久久影院| 丰满少妇被猛烈进入无码| 亚洲高清中文字幕综合网| 清纯唯美经典一区二区| 亚洲第一无码专区天堂| 办公室强奷漂亮少妇视频| 狠狠躁日日躁夜夜躁2022麻豆| 亚洲一区二区高清在线| 熟女人妻少妇精品视频| 男人的天堂在线无码视频| 精品熟女少妇免费久久| 麻豆a级片| 亚洲一区二区三区三区观看| 日本少妇裸体做爰高潮片| 日日摸天天摸爽爽狠狠97| 欧美在线成人免费国产| 久久国产精品精品国产色| 亚洲国产欧美日韩欧美特级| yellow视频图片大全| 色yeye免费视频免费播放| 永久免费毛片在线播放| 欧美日韩综合网| 亚洲天堂资源网| 大香蕉久久精品一区二区字幕| 精品久久久久久中文墓无码| 久久不卡精品| 亚洲国产一区二区波多野结衣| 中文韩国午夜理伦三级好看 | 中国熟妇色xxxxx| 四虎国产精品免费久久久| 亚洲日韩中文字幕在线播放| 18禁亚洲一区二区三区| 午夜丁香婷婷| 国产玖玖玖精品视频| 97日日碰日日摸日日澡| 午夜一区二区亚洲福利vr| 日本高清天码一区在线播放| 亚洲精品麻豆一二三区| 国产精品制服丝袜白丝|