【正文】 ....................................................................19 完建無水期荷載計(jì)算及地基承載力驗(yàn)算.....................................................................19 閘室有水情況下的荷載計(jì)算.........................................................................................215 結(jié)構(gòu)設(shè)計(jì)................................................................................................................................32揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)IV　 底板設(shè)計(jì)......................................................................................................................32　 閘室底板內(nèi)力計(jì)算...............................................................................................32 閘底板配筋計(jì)算及裂縫校核..................................................................................49 閘墩設(shè)計(jì).........................................................................................................................52 閘門設(shè)計(jì).........................................................................................................................56 閘門結(jié)構(gòu)形式及布置..............................................................................................56 面板設(shè)計(jì)..................................................................................................................58 水平次梁頂梁和底梁的設(shè)計(jì)..................................................................................60 主梁設(shè)計(jì)..................................................................................................................63 橫隔板設(shè)計(jì)..............................................................................................................68 邊梁設(shè)計(jì)..................................................................................................................69 滾輪軌道設(shè)計(jì).........................................................................................................72 閘門啟閉力和吊座計(jì)算.........................................................................................72 工作橋設(shè)計(jì).....................................................................................................................74 工作橋布置..............................................................................................................74 工作橋上部結(jié)構(gòu)計(jì)算..............................................................................................75 支墩的計(jì)算與配筋..................................................................................................87 交通橋設(shè)計(jì).....................................................................................................................94 設(shè)計(jì)資料..................................................................................................................94 設(shè)計(jì)計(jì)算.................................................................................................................94 兩岸連接建筑物設(shè)計(jì) ..................................................................................................106 兩岸連接建筑物結(jié)構(gòu)............................................................................................106 穩(wěn)定分析...............................................................................................................109 結(jié)構(gòu)計(jì)算................................................................................................................116參考文獻(xiàn).................................................................................................................................129致謝.........................................................................................................................................130揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)1 工程概況　　本閘位于江蘇省高郵市某中型灌區(qū)干渠渠首，為渠首取水水工建筑物。本人授權(quán)　　 　 　大學(xué)可以將本學(xué)位論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編本學(xué)位論文。本人完全意識到本聲明的法律后果由本人承擔(dān)。除了文中特別加以標(biāo)注引用的內(nèi)容外，本論文不包含任何其他個(gè)人或集體已經(jīng)發(fā)表或撰寫的成果作品。作 者 簽 名：　　 　 　　 日　 期：　　 　 　　 指導(dǎo)教師簽名：　　 　 　　 日 　　期：　　 　 　　 使用授權(quán)說明本人完全了解 大學(xué)關(guān)于收集、保存、使用畢業(yè)設(shè)計(jì)（論文）的規(guī)定，即：按照學(xué)校要求提交畢業(yè)設(shè)計(jì)（論文）的印刷本和電子版本；學(xué)校有權(quán)保存畢業(yè)設(shè)計(jì)（論文）的印刷本和電子版，并提供目錄檢索與閱覽服務(wù)；學(xué)?？梢圆捎糜坝?、縮印、數(shù)字化或其它復(fù)制手段保存論文；在不以贏利為目的前提下，學(xué)?？梢怨颊撐牡牟糠只蛉績?nèi)容。盡我所知，除文中特別加以標(biāo)注和致謝的地方外，不包含其他人或組織已經(jīng)發(fā)表或公布過的研究成果，也不包含我為獲得 及其它教育機(jī)構(gòu)的學(xué)位或?qū)W歷而使用過的材料。本工程設(shè)計(jì)主要由水力設(shè)計(jì)、消能防沖設(shè)計(jì)、閘基滲流計(jì)算、閘室結(jié)構(gòu)布置、閘室穩(wěn)定計(jì)算、閘室結(jié)構(gòu)計(jì)算、兩岸連接建筑物布置、兩岸連接建筑物結(jié)構(gòu)計(jì)算等幾個(gè)部分組成。上下游翼墻結(jié)構(gòu)形式采用鋼筋混凝土扶壁式擋土墻。計(jì)算得本工程設(shè) 3 孔，每孔凈寬 ，閘底板長 17m，閘底板厚 程采用平面鋼閘門，采用 的單吊點(diǎn)卷揚(yáng)式啟閉機(jī)。揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)A摘 要本閘位于江蘇省高郵市某中型灌區(qū)干渠渠首，為渠首取水水工建筑物。建筑物等級為一級。經(jīng)計(jì)算設(shè)計(jì)消力池長為 15m，深 ，消力池底板厚為 ，海漫長為 20m。本工程中防滲計(jì)算采用改進(jìn)阻力系數(shù)法，底板內(nèi)力按彈性地基梁法計(jì)算。 關(guān)鍵詞：水力計(jì)算 穩(wěn)定計(jì)算 結(jié)構(gòu)計(jì)算 邊荷載 彈性地基梁揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)BAbstractThis floodgate located at Jiangsu Province Gaoyou some medium irrigation area main channel canal head, takes the water hydraulic engineering structure for the canal head. The building rank is firstlevel. Calculates this project to suppose 3, each extends only, floodgate ledger wall long 17m, floor or bottom of sluice gate thickness of slab . This project uses the plane steel strobe, uses Shan Disodium to hoist the type gate. After the putation design toe basin length is 15m, deep is 1m, the toe basin bottom thickness of slab is , and the sea long is 21m. The upstream and downstream wing wall structural style uses the reinforced concrete buttress type bulkhead. In this project the antiseepage putation uses the improvement resistance method of correlates, the ledger wall androgenic force according to elastically the foundation beam law putation. the this engineering design mainly by the water power design, disappears can against flush the design, the floodgate base transfusion putation, the brake chamber structural arrangement, the brake chamber stable putation, the brake chamber structure putation, both banks connection building arrangement, both banks connection building structure putation and so on several parts to be posed. Key word: Water power putation stable putation structure putation load elastically foundation beam揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)I畢業(yè)設(shè)計(jì)（論文）原創(chuàng)性聲明和使用授權(quán)說明原創(chuàng)性聲明本人鄭重承諾：所呈交的畢業(yè)設(shè)計(jì)（論文） ，是我個(gè)人在指導(dǎo)教師的指導(dǎo)下進(jìn)行的研究工作及取得的成果。對本研究提供過幫助和做出過貢獻(xiàn)的個(gè)人或集體，均已在文中作了明確的說明并表示了謝意。作者簽名：　　 　 　　 日　 期：　　 　 　　 揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)II學(xué)位論文原創(chuàng)性聲明本