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邊坡支護(hù)設(shè)計(jì)-畢業(yè)設(shè)計(jì).docx

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邊坡支護(hù)設(shè)計(jì)-畢業(yè)設(shè)計(jì),本人邊坡支護(hù)工程畢業(yè)設(shè)計(jì),可以給相關(guān)專業(yè)畢業(yè)設(shè)計(jì)的寫作提供借鑒摘要本邊坡支護(hù)設(shè)計(jì)是作者以在郴州市三湖一公園(段家、上元組)拆遷安置小區(qū)西北側(cè)切方邊坡工程dg段工地收集的資料為基礎(chǔ),結(jié)合本科階段學(xué)習(xí)的理論知識(shí)和工地實(shí)習(xí)的現(xiàn)場(chǎng)實(shí)踐經(jīng)驗(yàn),根據(jù)相關(guān)文獻(xiàn)和規(guī)范完成。設(shè)計(jì)正文部分包括設(shè)計(jì)條件及其分析、設(shè)計(jì)依據(jù)及設(shè)計(jì)原則、邊坡支護(hù)工...
編號(hào):35-186942大小:365.83K
分類: 論文>土木工程/建筑論文

內(nèi)容介紹

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本人邊坡支護(hù)工程畢業(yè)設(shè)計(jì),可以給相關(guān)專業(yè)畢業(yè)設(shè)計(jì)的寫作提供借鑒


摘要
本邊坡支護(hù)設(shè)計(jì)是作者以在郴州市三湖一公園(段家、上元組)拆遷安置小區(qū)西北側(cè)切方邊坡工程DG段工地收集的資料為基礎(chǔ),結(jié)合本科階段學(xué)習(xí)的理論知識(shí)和工地實(shí)習(xí)的現(xiàn)場(chǎng)實(shí)踐經(jīng)驗(yàn),根據(jù)相關(guān)文獻(xiàn)和規(guī)范完成。設(shè)計(jì)正文部分包括設(shè)計(jì)條件及其分析、設(shè)計(jì)依據(jù)及設(shè)計(jì)原則、邊坡支護(hù)工程方案論證及設(shè)計(jì)計(jì)算、施工組織設(shè)計(jì)和工程預(yù)算書等內(nèi)容。本文首先對(duì)邊坡的穩(wěn)定性進(jìn)行分析,判定了其穩(wěn)定程度,再根據(jù)巖土工程勘察報(bào)告和相關(guān)資料,通過分析論證,從幾種可行的方案中,選取最終的支護(hù)方案——格構(gòu)梁加錨桿支護(hù)。然后,進(jìn)行了格構(gòu)梁加錨桿支護(hù)的設(shè)計(jì)計(jì)算和分析調(diào)整,得出了本工程的設(shè)計(jì)結(jié)果。設(shè)計(jì)還進(jìn)行了詳實(shí)的施工組織設(shè)計(jì),制定出了一個(gè)比較合理、科學(xué)的施工方案,設(shè)計(jì)施工工期為60天。最后,編制了工程預(yù)算書,計(jì)算出本程的工程預(yù)算總造價(jià)為約1608883.96元。

關(guān)鍵詞:邊坡穩(wěn)定性分析;邊坡支護(hù)設(shè)計(jì);格構(gòu)梁加錨桿支護(hù)


Abstract
This design is based on the material got from the DG section of the Cut side slope construction work site in the northwest of the Sanhuyi Resettlement Community in chenzhou, combined with the theoretical knowledge studied during undergraduate stage and the practical experience learnt from the construction side, according to relevant literature and criterions to complete. The main text of this paper including the design condition and its analysis, design basis and the principle of design, the feasibility studies of slope supporting schemes and its design, construction design and budget statement. In this paper, the stability of the slope is analyzed, then according to geotechnical engineering investigation report and relevant materials, through a series of analysis and demonstrates, from several feasible schemes select the optimum supporting scheme–Anchoring Net Beam Support. Then, introduces the design calculation and analysis of this supporting scheme.Next, conduct a detailed construction design and develop a reasonable and scientific construction plan, the construction period is 60 days. Finally, the budget of the project is given and the total estimated project cost is about 1608883.96 yuan.

 Key words:slope stability analysis; retaining and protecting for slope; Anchoring Net Beam Support

 

前言
本次畢業(yè)設(shè)計(jì)的實(shí)習(xí)地點(diǎn)在湖南省郴州市。畢業(yè)設(shè)計(jì)邊坡為郴州市三湖一公園(段家、上元組)拆遷安置小區(qū)西北側(cè)切方邊坡DG段。該小區(qū)位于郴州大道中段,郴州市第一職業(yè)中學(xué)北面,段家村上元組西邊。擬建場(chǎng)地西北側(cè)邊坡在開挖過程中,由于開挖坡度較陡且沒有及時(shí)采取支護(hù)措施,開挖坡面出露的粉質(zhì)粘土段(俗稱“白膏泥”)出現(xiàn)垮塌現(xiàn)象,影響到擬建安置小區(qū)的安全,為保證邊坡的穩(wěn)定性,應(yīng)對(duì)該邊坡進(jìn)行支護(hù)。
根據(jù)擬建場(chǎng)地的水文工程地質(zhì)條件,綜合考慮周邊環(huán)境及邊坡高度等因素,在參考常用的邊坡支護(hù)方案的基礎(chǔ)上進(jìn)行分析,且考慮到工程的經(jīng)濟(jì)性和安全性等因素,篩選出適合該邊坡的支護(hù)方案,最終確定采用錨桿網(wǎng)格梁支護(hù)體系。網(wǎng)格梁之間鋪鋼筋網(wǎng)并噴射混凝土。結(jié)合規(guī)范和相關(guān)的資料,進(jìn)行了錨桿網(wǎng)格梁支護(hù)體系的設(shè)計(jì)計(jì)算,編制了施工組織設(shè)計(jì)和預(yù)算書。