cap-paper 中文意思是什麼
cap-paper
解釋
包裝紙-
In this paper, using the program ( epagpll ), the bored testing pile group of the chinese architecture science and research institute at luokou area are analysised. the comparisons among analytical results of four constitutive models of soil are made, and the deformation of piles and soil, the soil resistance of the piles, the friction beneath cap, the aclinic displacement of the ground soil before piles and the failure pattern of pile group are discussed in detail
本文利用所編的程序，對上海地區豎向荷載作用下的單樁的流變效應進行了分析，並通過樁體位移?時間關系曲線，確定軟土地基上豎直受力樁的承載力，分析了豎直受力樁的最終沉降量的大小，並結合《上海地區地基基礎》地方規范就程序計算結果進行了對比。 -
Deep in leinster street, by trinity s postern, a loyal king s man, horn - blower, touched his tallyho cap. as the glossy horses pranced by merrion square master patrick aloysius dignam, waiting, saw salutes being given to the gent with the topper and raised also his new black cap with fingers greased by porksteak paper
當那些皮毛光潤的馬從梅里恩廣場上奔馳而過的時候，等在那兒的少年帕特里克阿洛伊修斯迪格納穆瞧見人們都向那位頭戴大禮帽的紳士致敬，就也用自己那隻被豬排包裝紙弄得滿是油膩的手，舉起黑色新便帽。 -
A small firework consisting of some gravel wrapped in tissue paper with a percussion cap that explodes when thrown against a hard surface
摜炮一種由草紙包住一些礫石製成的小型鞭炮，其打火帽在與堅硬表面撞擊時發生爆炸 -
2 by means of seismic stratigraphy and sequence stratigraphy, the text analysized the charateristics of the second part of xejiahe formation, the framework of sequence stratigraphy constainted by seismic reflection in equal time has been established. analyzed the sedimental mechanics charateristics of different cycle types, the paper predicts regulation of sandston " s distribution inside the framework of sequence stratigraphy and remarked source - reservoir - cap rock assemblages
2 、運用地震地層學、層序地層學的基本理論分析須家河組二段層序地層學特徵，建立地震約束的層序地層格架，分析地層格架中層序內部砂體展布規律，評價生儲蓋組合。 -
In this paper, thermal evolution history of organic matter of the source rocks and hydrocarbon generation history have been researched by tti method, hydrocarbon migration direction and migration times were probed combining with the area structure development feature ; distribution pattern of the main reservoir intervals on lateral and longitudinal have been predicted by researching on development feature and control factors of the reservoir intervals, the actions of reservoir conditions in hydrocarbon accumulation and bearing also were probed combining with pore evolution feature ; the micro - pore feature of regional cap and direct seal in carboniferous - lower triassic in this area have been determined with micro - capillary pressure curve and intrusive mercury curve ; the prospecting districts have been pointed out combining with the hydro - geologic feature, the potential reservoirs were classified according to trap types in this area, the author attempt to evaluate on the hydrocarbon - bearing condition in the str ata of carboniferous ~ lower triassic from hydrocarbon generation and migration reservoir condition, reserved condition etc, and predict the reservoir types and hydrocarbon - bearing patterns combining with the structure evolution. based on above, the author point out that the central block of chenghu - tuditang synclinorium and the southern block of dangyang synclinorium are the advantageous regions for exploration
本文用tti方法研究了烴源巖有機質的熱演化史和油氣生成史，並結合區內構造發育特徵，探討油氣在區域上的運移方向和在時間上的運移期次；通過對儲集層段的發育特徵和控制因素的研究，預測了本區主要的儲集層段在橫向上和縱向上的分佈規律，並結合孔隙演化特徵，探討儲集條件在油氣聚集成藏中的作用；利用微毛細管壓力曲線法和壓汞法，對石炭系?下三疊統的區域蓋層和直接蓋層的微孔隙特徵進行了定量評價，並結合水文地質分佈特徵，指出有利於油氣保存的地區；根據區內存在的各種圈閉類型，對可能存在的油氣藏進行了分類，並試圖從油氣的生成與運移、儲集條件、保存條件等方面，動態地綜合評價石炭系?下三疊統油氣成藏條件，並結合構造演化特徵，預測其油氣藏類型和成藏模式。 -
The main popular theoretical method adopted to study end - plate connection is finite element technique under monotonic loading at present. this paper applies nonlinear ( material, geometry and contact ) finite element method to analyze the behaviors of connections under cyclic load at fist time. contact elements are set between end plate and column flange, screw cap and neighborhood plane, bolt bar and hole
對于端板連接的理論分析，目前國內外的研究主要局限在單向加載有限元分析范疇，本文首次採用三維非線性（包括材料、幾何與狀態非線性）有限元對端板連接進行了循環加載分析，端板與柱翼緣間、螺栓頭（帽）與相鄰板件間、螺栓桿與孔壁間都設置了反映邊界狀態的接觸單元。 -
Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation
本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。 -
No venting of needles inserted bottles and guarding cap and large taper ti bottles, liquid filters, pp - conditioners, umbrella latex control, two - and guarding cap, 1. 5 metres long catheter, a single sticks of pe bags with dialysis paper
無排氣的插瓶針及護帽及大錐度滴瓶藥液過濾器， pp大調節器傘形乳膠管，二通及護帽， 1 . 5米長導管，單支pe袋貼透析紙 -
Import bottles needles inserted to exhaust the moji guarding cap and small taper ti bottles, liquid filters, pp small conditioners, y - links, the screw cap and guarding, 1. 25 metres in length catheter, a single sticks of pe bags with dialysis paper, the point of a needle
帶排氣的插瓶針進口膜及護帽及小錐度滴瓶藥液過濾器， pp小調節器y三通，公螺旋及護帽， 1 . 25米長導管，單支pe袋貼透析紙，針尖。 -
Mechanical impact dynamics is used to analyse the production and spread of stress wave when hydraulic pile hammer hammerblows piles, the stress wave influence the course of driving pile. slender hammer that is equal to wave resistance of the pile can bring ideal stress waveform. when the hammer weight is constant, efficiency of driving pile can be increased by means of selecting drive cap and cushion pad of different rigidity to match the hammer according to various geological condition and the pile. the structure and principium of hydraulic system of double - acting hydraulic pile hammer with double cylinders is studied in detail in the paper, the hydraulic system and electric control system of six - ton - double - actin hydraulic pile hammer with double cylinder is designed on the basis of it
本文應用沖擊機械繫統動力學分析打樁過程中錘體與樁撞擊時應力波的產生、傳播以及該波對沉樁過程的影響。認為與樁等波阻的細長狀錘體能夠產生理想的應力波波形；在樁錘重量一定的情況下，可針對不同的地質情況和樁，通過選擇不同剛度的樁帽和樁墊與其匹配來提高打樁效率。本文對雙缸雙作用液壓打樁錘液壓系統的結構和工作原理進行了深入的研究，並在此基礎上設計出六噸雙缸雙作用液壓打樁錘的液壓系統和電控系統。 -
Import bottles needles inserted to exhaust the security apparatus and moji big taper ti bottles, liquid filters, pp - conditioners, y - links, the screw cap and guarding, 1. 5 metres long catheter, a single sticks of pe bags with dialysis paper
帶排氣的插瓶針進口膜及護帽及大錐度滴瓶藥液過濾器， pp大調節器y三通，公螺旋及護帽， 1 . 5米長導管，單支pe袋貼透析紙 -
By comparison of k - l change and k - t change, this paper thinks tasseled cap change can separate vegetation from soil better
比較cbers - 01圖像k - l變換和k - t變換的兩個主要成分，發現纓帽變換能較好地分離土壤和植被。 -
The panel discussed the paper on the legislative amendments required to align the origin marking of requirements under the trade descriptions ordinance cap. 362 with the revised hong kong origin rules and the cepa origin rules in respect of textile made - up articles
事務委員會討論有關修訂法例的文件，修訂法例旨在使商品說明條例第362章的來源標記規定與經修訂的香港紡織製成品的產地來源規則和在安排下同類製成品的原產地規則一致。 -
The panel discussed the paper on the legislative amendments required to align the origin marking of requirements under the trade descriptions ordinance ( cap. 362 ) with the revised hong kong origin rules and the cepa origin rules in respect of textile made - up articles
事務委員會討論有關修訂法例的文件，修訂法例旨在使《商品說明條例》 （第362章）的來源標記規定與經修訂的香港紡織製成品的產地來源規則和在《安排》下同類製成品的原產地規則一致。 -
Jacket is the most widely used offshore platform structural style. first of all, the paper summarizes the present achievements of dynamic analysis for offshore platform, and studies both the vibration isolation system for jacket and vibration - suppressed effectiveness. considering the style and character of jacket, and in order to make best use of dampers to reduce vibration, a damping isolation scheme, in which the damping layer is laid between the jacket cap and deck is put forward
本文在總結國內外對海洋平臺結構動力分析研究現狀的基礎上，針對淺海導管架式海洋平臺的型式與結構特點，研究了導管架式海洋平臺結構阻尼隔振體系及其減振效果，為了充分發揮阻尼器的耗能減振作用，提出了在平臺結構導管架端帽和甲板之間設置柔性阻尼層的新型阻尼隔振方案。 -
In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging
摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。 -
A preliminary agreement ) except otherwise provided in the stamp duty ordinance ( cap. 117 ). subject to certain conditions, an electronic or paper application can be made for deferral of payment of stamp duty of a chargeable agreement until the related assignment is executed or re - sale of the property, as the case may be. the maximum period of deferral is 3 years after the date of the earliest agreement
不過，任何人士如果符合法定條件，可以申請延期繳交印花稅，直至按合約簽立樓契或至物業轉售（視何情況而定）的日期為止，申請可以電子或紙張方式提交，延期最長可至首份合約簽立日期后三年。 -
On account of most of the existing research was limited in single pile and single pile with a cap. this paper has done six single pile, one single pile, one three piles composite foundation and two - origin foundation static load experiments and obtained the principal value. the author found the formula in the code is vaguely in deals with the origin foundation bearing capacity and its reduction coefficient. two pieces of advice were put forward to improve the formula and achieved satisfied results in fact engineer construction
水泥土樁復合地基研究的困難，在於其非均一性的特點，鑒於前人的研究工作多局限在單樁及單樁復合地基，本文進行了六組單樁，單樁與多樁復合地基、天然地基各兩組的靜載荷對比試驗，得到了三者承載力的基本值，指出了有關規范復合地基承載力公式中的天然地基，取值不明確，不利於實際應用。 -
In this paper, by way of example of the elevated pile cap construction of sanmenjiang bridge in liuzhou city, the design and construction of the column steel boxed cofferdam of tensile and compressive type are introduced with particular details given to its design scheme, working principles, construction technology and construction key points, and the matters of attention in the construction with the cofferdam are expatiated as well
以柳州市三門江大橋高樁承臺施工為例，介紹拉壓柱式鋼吊箱圍堰的設計與施工，重點介紹鋼吊箱圍堰的設計方案、工作原理、施工工藝及施工要點等技術細節，同時對鋼吊箱圍堰施工中的注意事項進行了闡述。 -
The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main
論文介紹大型通用有限元計算軟體algor ，並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型，相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況，並用模型進行了應力和變形的計算，計算各工況荷載作用於吊箱全結構箱體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形，並對比吊箱圍堰板面計算變形和施工實測變形，結果是吻合的；對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了計算分析；論文研究工作表明，應用組合有限元方法計算大型施工結構問題具有現實意義。
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