立交橋泵站深基坑施工應(yīng)急預(yù)案.doc

立交橋泵站深基坑施工應(yīng)急預(yù)案

一、應(yīng)急預(yù)案的方針與原則
堅(jiān)持“安全第一，預(yù)防為主”、“保護(hù)人員安全優(yōu)先，保護(hù)環(huán)境優(yōu)先”的方針，貫徹“常備不懈、統(tǒng)一指揮、高效協(xié)調(diào)、持續(xù)改進(jìn)”的原則。更好地適應(yīng)法律和經(jīng)濟(jì)活動(dòng)的要求；給企業(yè)員工的工作和施工場(chǎng)區(qū)周圍居民提供更好更安全的環(huán)境；保證各種應(yīng)急資源處于良好的備戰(zhàn)狀態(tài)；指導(dǎo)應(yīng)急行動(dòng)按計(jì)劃有序地進(jìn)行；防止因應(yīng)急行動(dòng)組織不力或現(xiàn)場(chǎng)救援工作的無(wú)序和混亂而延誤事故的應(yīng)急救援；有效地避免或降低人員傷亡和財(cái)產(chǎn)損失；幫助實(shí)現(xiàn)應(yīng)急行動(dòng)的快速、有序、高效；充分體現(xiàn)應(yīng)急救援的“應(yīng)急精神”。
二、應(yīng)急策劃
(一)工程概況及地質(zhì)條件
(1)工程概況
濟(jì)南市城區(qū)工程建設(shè)指揮部擬在經(jīng)十路南側(cè)、鐵西路東側(cè)修建一座泵房站，建筑物長(zhǎng)22.00米，寬度2.8－11.5米，基坑開挖深度12.00米，根據(jù)場(chǎng)地工程地質(zhì)及水文地質(zhì)條件，在基坑開挖和使用過(guò)程中需要進(jìn)行臨時(shí)性基坑支護(hù)。
 (2)工程地質(zhì)
1、巖土工程條件
擬建場(chǎng)地地形平坦，地貌單元為山前沖洪積平原下部，場(chǎng)區(qū)內(nèi)與基坑支護(hù)工程有關(guān)的底層主要為上部的填土及下部的沖洪積粉土和粘性土。
Overpass contingency plans for deep excavation pump

First, the policy and principles of the emergency plan
Adhere to the "safety first, prevention first" and "protecting the safety of priority, to protect the environment first" approach, implementation of the "safety, unity of command, and efficient coordination and continuous improvement" principle. Better adapt to the requirements of law and economic activities; to the work of employees and residents around the construction site area better and more secure environment; to ensure all emergency resources in a good state of readiness; guide emergency operations planned and orderly ; prevent inadequate emergency response organizations or on-site rescue the disorder and confusion and delay emergency plan; effectively avoid or reduce casualties and property losses; help achieve rapid response, orderly, and efficient; fully reflect the emergency rescue "contingency spirit."
Second, contingency planning
(A) Survey and Geological Engineering
(1) Project Overview
Construction headquarters in Jinan City to be in the south by the 10 Road, Rail Road east to build a pump station, building long 22.00 meters, width 2.8-11.5 m, excavation depth 12.00 m, according to geological sites and hydrological and geological conditions, in the excavation and the need for temporary use during excavation.
 (2) Engineering Geology
1, geotechnical engineering conditions
The proposed flat site topography, geomorphology units for the piedmont alluvial plain of the lower part of field excavation projects in the region and the bottom of the main filling the top and bottom of the alluvial silt and clay.
 

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