加筋土擋土墻畢業(yè)設(shè)計(jì)

1、[標(biāo)簽:標(biāo)題]篇一：畢業(yè)設(shè)計(jì)—加筋土擋土墻設(shè)計(jì)摘要加筋土擋墻是由拉筋、墻面板和填土構(gòu)成的一種新型復(fù)合支擋結(jié)構(gòu)物。相對(duì)于傳統(tǒng)的重力式擋土墻，加筋土擋墻為一種柔性結(jié)構(gòu)，具有較好的變形協(xié)調(diào)性和抗震性能，對(duì)地基的承載能力要求也不高，且具有很好的經(jīng)濟(jì)性和造型美觀性等一些其他結(jié)構(gòu)無(wú)法比擬的優(yōu)越性。因此，被廣泛應(yīng)用與公路、水利、城市建設(shè)和鐵路等工程中。加筋擋土墻雖有較好的抗震性能，但并非能夠抵抗任何等級(jí)的地震作用。對(duì)于規(guī)范要求的抗震設(shè)計(jì)加筋土擋墻工程

2、，在設(shè)計(jì)計(jì)算時(shí)須考慮地震力對(duì)其的影響。根據(jù)現(xiàn)行相關(guān)規(guī)范，地震烈度在6度以上的地區(qū)，加筋土擋墻應(yīng)進(jìn)行抗震設(shè)計(jì)。采用擬靜力法來(lái)考慮地震作用，不計(jì)豎向地震力的影響，只需考慮水平地震力作用。本文對(duì)加筋擋土墻的構(gòu)造、特點(diǎn)及其發(fā)展應(yīng)用狀況作了概述。通過(guò)加筋擋土墻的構(gòu)造，分析了加筋擋土墻的加固機(jī)理和破壞模式。加筋土本身是一種復(fù)合結(jié)構(gòu)，在工作態(tài)下，各組成部分之間的相互影響使其具有一定的復(fù)雜性。關(guān)鍵詞：加筋土擋墻；地震力；穩(wěn)定性分析與計(jì)算Abstract

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9、lexinthewkingstate.Keywds:ReinfcedearthretainingwallSeismicfceStabilityanalysiscalculation目錄第1章緒論..................................................................................................................11.1支擋結(jié)構(gòu)與

10、擋土墻........................................................................................11.1.1支擋結(jié)構(gòu).............................................................................................11.1.2擋土墻.................

11、.................................................................................11.2加筋土擋墻的特點(diǎn)和適用性.........................................................................24.2.2填料與拉筋的選取....................................

12、.......................................324.3初步確定拉筋長(zhǎng)度......................................................................................334.3.1墻后總地震主動(dòng)土壓力計(jì)算...........................................................334.

13、3.2基底抗滑穩(wěn)定...................................................................................334.3.3抗傾覆穩(wěn)定.......................................................................................344.4荷載計(jì)算....................

14、..................................................................................344.4.2豎向壓力...........................................................................................364.4.3拉筋拉力.........................

15、..................................................................374.5拉筋長(zhǎng)度計(jì)算..............................................................................................384.5.1無(wú)效長(zhǎng)度......................................

16、.....................................................384.5.2有效長(zhǎng)度...........................................................................................384.5.3拉筋全長(zhǎng)......................................................

17、.....................................394.6拉筋抗拔力計(jì)算..........................................................................................394.7拉筋抗拔穩(wěn)定檢算....................................................................

18、..................404.7.1有荷載作用的抗拔穩(wěn)定檢算...........................................................404.7.2無(wú)荷載作用的抗拔穩(wěn)定檢算...........................................................414.8外部穩(wěn)定性檢算..................................

19、........................................................424.8.1基底滑動(dòng)穩(wěn)定檢算...........................................................................424.8.2全墻傾覆穩(wěn)定檢算...........................................................

20、................434.8.3基底承載力檢算...............................................................................444.9截面及結(jié)構(gòu)設(shè)計(jì)..........................................................................................444.9.1墻面

21、板...............................................................................................444.9.2基礎(chǔ)...................................................................................................454.9.3帽石.......

22、............................................................................................454.10內(nèi)部穩(wěn)定性檢算........................................................................................454.10.1拉筋強(qiáng)度檢算.............

23、....................................................................454.10.2墻面板及連接件內(nèi)力檢算.............................................................464.11小結(jié)................................................................

24、.............................................47結(jié)論.............................................................................................................................48參考文獻(xiàn)........................................

25、.............................................................................50附錄.............................................................................................錯(cuò)誤！未定義書簽。篇二：加筋土擋土墻畢業(yè)設(shè)計(jì)目錄第1章緒論.................

26、..................................................................................................11.1擋土墻介紹.........................................................................................................11.2擋土墻分

27、類與加筋土擋土墻概述.....................................................................21.2.1重力式擋土墻.............................................................................................21.2.2懸臂式擋土墻........................

28、.....................................................................21.2.3扶壁式擋土墻.............................................................................................31.2.4錨定板及錨桿式擋土墻..............................

29、...............................................31.2.5土釘墻.........................................................................................................31.2.6加筋土擋土墻...............................................