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timbering

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timbering n.1.〔集合詞〕木材。2.結構材，木結構。

n. 1.〔集合詞〕木材。 2.結構材，木結構。 “adustion of timbering“ 中文翻譯：   木支架起火“advance timbering“ 中文翻譯：   導坑前沿支撐“antidetonation timbering“ 中文翻譯：   抗震加強支架“arch timbering“ 中文翻譯：   拱模支架; 拱形木支架“arched timbering“ 中文翻譯：   拱形支撐“back timbering“ 中文翻譯：   頂板支護“box timbering“ 中文翻譯：   板框支護“cantilever timbering“ 中文翻譯：   前探支架“chock timbering“ 中文翻譯：   垛式支架“close timbering“ 中文翻譯：   密閉支撐; 木板墻“closed timbering“ 中文翻譯：   密集支架“cog timbering“ 中文翻譯：   垛式支架“collapsible timbering“ 中文翻譯：   可縮性支架“composite timbering“ 中文翻譯：   混合支架“console timbering“ 中文翻譯：   懸臂支架“crib timbering“ 中文翻譯：   垛式支架“crushed timbering“ 中文翻譯：   壓壞的支架“deformation of timbering“ 中文翻譯：   支架變形“double timbering“ 中文翻譯：   加強棚子“excavate with timbering“ 中文翻譯：   有支撐開挖; 支撐挖掘“face timbering“ 中文翻譯：   工祖支架; 工作面支撐; 工作面支護“false timbering“ 中文翻譯：   臨時支架“full timbering“ 中文翻譯：   完全支護“yield timbering“ 中文翻譯：   可縮性支架; 讓壓支柱“timbering and shoring“ 中文翻譯：   木支撐及頂撐“timberi“ 中文翻譯：   廷貝里

timberland

Research results show that foundation pit slope soil structure destroy characteristic is subgrade shear strain destroy , namely , it is gradually destroy . lateral displacement of retaining and protecting piles has relations with embed depth , load grade and strength index parameter . soil displacement and timbering pile displacement are in harmony with deformation 研究結果表明，基坑邊坡土體具有地基整體剪切變形破壞的特點，系漸進破壞的過程；支護樁側向變形是樁嵌固深度、荷載大小、土體強度參數變量的函數；土體的位移和支護樁的位移滿足變形協調條件。

Through investigation to the calculation results on different timbering conditions according to idiographic engineering geology conditions , the thesis discusses on how internal force and deformation is influenced by different depth of the excavation , the rigidity of the timbering structure , the position of the bracing and rigidity of the bracing and educes practical analysis result 以具體的工程地質條件為依據，對不同的支護條件下的計算結果進行分析，分別討論了不同的基坑開挖深度、支護結構剛度、支撐位置及支撐剛度對內力和變形的影響，得出了較為符合實際的分析結果。

Simultaneously , the thesis discusses the calculation theory and analysis method for beam on elastic foundation , and gives an in - depth discussion on each calculation model of beam on elastic foundation , including elastic theory model , wenker theory model , spring - system connected with flexible line model and double - foundation - bed coefficient model etc . the deficiency of elastic foundation finite element method of deep excavation timbering system presently is pointed out via the detailed investigation to the elastic foundation finite element method calculation theory and implement process based on wenker theory model 同時，本文論述了彈性地基梁的計算理論和分析方法，深入討論了彈性地基梁的各種計算模型，其中包括彈性理論模型、文克爾理論模型、用彈性柔線聯結的彈簧系模型、雙基床系數模型等。通過詳實地分析建立在文克爾理論模型基礎之上的彈性地基有限元法計算原理和實施過程，指出當前深基坑支護體系彈性地基有限元法的不足。

Business item : marketing with costume , textile , timbering , products of light industry , craftwork , metal materials , nonmetal mineral products , colored metal , chemical materials and products , mechanical equipment , apparatus and instrument and auto fittings ; self - support and supply with import and export for all kinds of merchandise and technology 經營范圍：服裝、紡織品、建筑材料、輕工產品、工藝品、金屬材料、非金屬礦產品、有色金屬、化工原料及產品、機械設備、儀器儀表、汽車配件的銷售；自營和代理各類商品和技術的進出口。

So the chanmical properties and the effect of the timbering form , foundation modulus and stiffen coefficient of the pipelines under static loads were studied , which provided the research basic for the chanmical properties of the pipelines under dynamical loads . the mutual effect of the pipelines and the soil under the dynamical loads is belonging to a coupling system 管道與土體在動力下的相互作用是一個耦合系統問題，本文從荷載、土體、管-土整體三個方面深入探討了動力荷載下管-土耦合系統的基本特征：隨機性、動態變化性、耦合性、非線性等。

5 fishery is the superiority industry in the primary industry in chaoshan ; finance and insurance , real estate trade and tourism are the superiority industries in the tertiary industry ; chemistry , medicine , architecture , timbering , food processing , food manufacturing , machine manufacturing , and electron and communicate equipment 5 、漁業是潮汕地區第一產業的優勢產業：金融業、房地產業、旅游業是其第三產業的優勢產業；化學醫藥業、建筑與建筑材料業、食品加工制造業、機械制造業、電子及通信設備制造業是潮汕地區第二產業的主導產業。

And because the excavation is often processed in steps during the multi - timbering structure construction , the thesis also analyses briefly to the multi - timbering structure on each working condition during the process of excavation and compares it with the actual measurement combining with the analysis method considering soil - structure and load increment method which is put forward in the thesis 同時，本文也針對多支撐支護結構施工時，存在的分步開挖的情況，結合本論文所提考慮土-結構共同作用的分析方法及荷載增量法理論，對多支撐支護結構在開挖過程中各工況進行了簡要分析，并與實測結果進行了比較分析。

With a decade of years of research and manufacture history on boilers and pressure vessel , complete quality control system , advanced production equipments , as well as well managed after sale service , “ changcheng “ autoclave becomes a brand trusted by many users , and has been used in fishery , chemical industry , glass industry , medicine industry , textile printing , heat insulating material , papermaking , timbering , civil construction and other industries 十多年鍋爐壓力容器設計技術的潛心研究和制造歷史，完善的質保體系、先進的工藝裝備、無可挑剔的善后服務，鑄就“常成”蒸壓釜眾多用戶依賴的產品品牌，廣泛應用于漁業、化工、玻璃、醫藥、紡織印染、保溫材料、造紙、木材、加氣混凝土砌塊、粉煤灰砂、高強度水泥電桿、石膏蒸壓等眾多工業領域。

The unloading due to excavation and readjusted stress after the release of in - situ stress will endanger the stability of surrounding rock mass . the stability analysis of rock engineering is the core of research interest in engineering geology and rock mechanics . whereas it is very important for the technique of grouted rock bolts timbering to stabilize the underground rock and is widely used at the same time 在地下結構工程中通常要進行大范圍的開挖，而施工開挖卸荷和地應力釋放后應力重分布等因素將危及到圍巖的穩定性，因此地下巖體穩定性分析一直是工程地質和巖體力學非常重要的研究課題；而噴錨支護技術對地下巖體穩定起著很重要的作用，并得到廣泛的應用。

Dong ying zhu jin timbering limit responsibility corporation , which wasbuilt in 2000 , is a professional company thant products aseries products of aerated concrete . it has fixed assets 120 million , aaa bank reliability , and italso acquired the acknowledgement or iso9001 ： 2000 . now , autoclave aerated concrete masonry has been built for 140 thousand m3 / a , while autoclave coal ash brick for 2 hundred million / a , autoclave aerated concrete wallboard for 200 thousand m3 / a and new type wall materials for 600 thousand m3 / a , which get the domestic first place , and the new developed dry power building material products achieve the leading in domestic technology 東營市筑金新型建材有限責任公司始建于2000年,是專業生產加氣混凝土系列產品的新型建材企業,固定資產1 . 2億元, aaa級銀行資信, iso9001 : 2000國際標準質量管理體系認證單位.目前,已建成蒸壓加氣混凝土砌塊14萬立方米/年,蒸壓粉煤灰磚2億塊/年和蒸壓加氣混凝土墻板20萬立方米/年,年產新型墻材達到60萬立方米,居全國同行業首位,新開發的干粉建材系列產品達到國內技術領先水平

And then according to every process of tunnel construction , simulated analysis is carried out . by combining with monitoring and instrumentation of surround rock periphery displacement and the face of land to sink , surround rock with spray laminating force , surround rock body internal displacement , anchor rod axle force and protect and lining build strength , we have carried out scientific analysis and synthesis judgement of the stability of tunnel wall rock and the security of timbering structure 然后，根據隧道施工的各個工序進行模擬分析，并結合對圍巖周邊位移、地表下沉、圍巖與噴層壓力、圍巖體內部位移、錨桿軸力、支護及襯砌強度進行的量測與監控，對量測結果作出了科學分析，從而對隧道圍巖的穩定性和支護結構的安全性做出了綜合評判。

Through the analysis and calculation the conclusion can be made that during the process of the timbering of excavation , the magnitude of soil stress decreases with the increase of the displacement on the base of the still earth pressure , and the earth pressure distribution varies from the triangular distribution of the still earth pressure to other distribution with the displacement of the timbering structure . the thesis introduces the bedding coefficient in the horizontal direction varying with the soil displacement from soil - structure interaction mode , therefore calculation can be made to get more rational calculation result using elastic foundation finite element method which is the same to timbering structure both upwards and under excavation surface 通過分析計算可以得出，在基坑支護過程中，土壓力的大小在靜止土壓力值的基礎上隨支護結構向坑內側位移增大而減小；土壓力的分布由靜止土壓力的三角形分布隨支護結構位移變化成其它分布；由土-結構共同作用模式引入隨土體位移變化的水平向基床系數，使支護結構在開挖面以上部分同以下部分一樣，均可采用彈性地基有限元法進行計算，得出更為合理的計算結果。

Shotcrete - rock bolt support and concrete lining are important parts of timbering structures in modern tunnel construction , and there are also essentials for natm . the intensity difference of concrete is big because of the big randomicity at the aspects of material , metage of additive , mix round , ratio of water and lime , spray construct and water maintain 由于噴射混凝土和二次襯砌在拌和料、外加速凝劑的稱量、拌勻以及水灰比的配比、在噴射作業及灑水養護上都存在著很大的隨機性，其強度的差異也較大。

This thesis is one of the original work belonged to one special project organized by the central south design academe , national electricity company , which is called “ the stability and the excavating timbering of the artificial high slope on the left side of coal seam goaf of the xiangjiaba hydropower plant ” 本課題是國家電力公司中南勘測設計研究院專題研究項目“向家壩水電站左岸煤層采空區人工高邊坡穩定性與開挖支護”研究的前期工作之一。

The thesis introduces particularly the theoretical investigation status of the timbering engineering for deep excavation and analyses both basic calculation process of the bar - system finite element and calculation steps used in the deep excavation timbering structure 本論文詳細介紹了目前深基坑支護工程的理論研究現狀，并且著重分析桿系有限元法的基本計算過程及其在深基坑支護結構中的計算步驟。

Then the calculation method is summarized combining the model and elastic foundation finite element method . and an applied sjk programme is written using fortran power station to calculate internal force and deformation of the timbering structure 在此基礎之上總結出此模式與彈性地基有限元法相結合的計算方法，同時利用fortranpowerstation編寫了實用的sjk程序，用于計算支護結構的內力與變形。

For the information construction , a improved back - propagation artifical neural network is used to predict the level displacement and lateral displacement of timbering stake . nonlinear regression prediction of deformation has been achieved 為了做到信息化施工,以改進的bp人工神經網絡為基礎,建立了支護樁水平位移和側向位移的預測模型,實現對基坑變形的非線性預測。

Qixia boasts a sound industrial foundation with kinds of excellent products . the industry products range from timbering , textile , machinery , electronics , gold , chemical industry to food and so on 棲霞工業發達。全市工業基礎雄厚，名優產品繁多。目前已形成以建材、輕紡、機械、電子、黃金、化工、食品為骨干的門類齊全的工業體系。

Thus , deep excavation engineering deals with not only typical strength and stability problems of soil mechanics but also the deformation problems and the interaction between soil and timbering structure 因此，就深基坑工程而言，既涉及土力學典型的強度與穩定問題，又包含了變形問題，同時還涉及到土與支護結構的相互作用。