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2圓形尼吊裝繩系列：無接頭尼吊裝繩兩頭扣尼吊裝繩多叉尼吊裝繩船用
錨繩纜繩引紙繩變壓器吊裝繩各種規格編織吊繩，尼繩，啟動拉繩，啟動繩，引擎拉繩，引擎繩，起動拉繩，起動繩，動力繩，安全清洗繩，安全繩，保險繩，耐火救生繩，維綸繩，丙綸繩，滌綸繩，錦綸繩，尼吊繩，尼吊裝繩，
錨繩，靠岸繩，旗繩，晾衣繩，復合吊繩，掛衣繩，宿營繩，保護繩，防火繩，尼網，休閑吊網，跳繩，蠶絲繩，全棉繩，塑膠繩，布繩，拔河繩，攀巖繩，遊艇繩，綿綸絞制繩，織制繩，登山繩，拔河繩，立桿繩，水平繩，工藝繩，吊繩，船用纜繩，絞制纜繩，綿綸絕緣繩，三股繩，八股繩，軍用繩，線路牽引繩，吊棕繩，割刀繩，引紙繩，包裝袋繩，禮品盒繩，酒盒繩，食品盒繩，手
提袋用繩，禮品盒用繩，工藝品用繩，服裝用繩，聚乙烯繩，聚丙烯繩，混紡繩，纖維綸繩，復絲繩，撕裂膜繩，編織繩，加鉛繩，功能繩，軟梯繩，尼軟梯，軟梯，尼繩梯，尼梯繩，安全網，棉繩，彈力橡筋繩，嵌邊繩，封蠟繩等，啟動繩啟動拉繩引擎繩引擎拉繩起動拉繩，雙編織繩，金剛打編織繩，股編織繩，股編織繩，多股編織繩。
No sinkhole and hige successful hole rate, so that the consumption for rolled up powder and anchor shank bits could be reduced sharply. construction efficiency could be promoted, and labor intensity could be reduced. a wide range of rock formation, it could be used in rock formation with f
不易縮徑，成孔率高，極大的減少了藥卷
錨桿的浪費
提高了施工效率，降低了工人勞動強度適巖性廣泛，在f
Through example analysis, the relation between optimizing utility factor of berth and berth number of the port is set up and the reasonable utility rate of anchorage area is suggested in the paper. the results can be used in the optimizing design of the multipurpose ports
結合實例分析，研究探討了港口泊位利用率和
錨地保證率的合理取值，得到了最優泊位利用率與泊位數的關系和合適的
錨地保證率，為綜合性港口的優化設計
提供了參考數據。
It is the " prestress anchor ribbed beam support system " that gave a new practical support system to both of them
預應力
錨桿肋梁支護技術為這兩類基坑
提供了一種實用的支護體系。
" prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
「預應力
錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多
錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多
錨支護，只是由肋梁代替了開挖前施工的排樁從而
提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
Based on the construction and development of rizhao port area in rizhao port in recent years and combining the " 11 ( superscript th ) five - year plan " on ports, this paper analyzes the key problems concerning navigable water area, expounds the necessity of readjustment and extension of the anchorage area, and proposes relevant construction plan
摘要結合日照港日照港區近幾年的建設與發展以及港口「十一五」規劃，研究分析港口通航水域面臨的突出問題，
提出調整和擴建
錨地的必要性及其建設方案。
Although the accuracy in meterological forecast of tropical cyclones has been distinctly improved, it is still a difficult problem confronting masters and anti - typhoon team leaders of the companies how to steer clear of typhoon reasonably and safely in case that the actual resistance to typhoon is strong enough, the sea area wide enough, and the time permitting ; to avoid unreasonable deviation, anchoring for shelter, blindly rushing onto her path, being involved in storm area, even into the the center of typhoon ; under the limitation of the condition of the sea area and time. how to take correct meassures to escape, such as navigating with wind or windward in bias angle, slowing down, anchoring, berthing alongside the warf, mooring to buoy, etc. as early as possible
盡管氣象部門對熱帶氣旋監測預報的準確率已經比過去有了明顯的
提高，然而船舶在海上如何避離臺風，如何做到在本船實際抗風能力允許、海域條件允許、時間也充裕的前
提下合理避臺，安全避臺，避免不合理的繞航、 「扎風」 ，避免盲目冒進「搶風頭」 ，更避免被捲入強風區甚至臺風中心；在海域條件受限、時間尷尬的情況下又如何正確採取偏順航、偏頂航、滯航、
錨泊、系岸、系浮等抗臺措施和技術，盡快擺脫臺風的影響，仍然是擺在船長和公司防抗臺領導小組面前的一個實實在在的難題。
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。
Considering the defects in the practical application of traditional paragraph alignment method based on carriage - return character, this thesis puts forward a segmental alignment algorithm based on the anchor sentence pairs. to combine the merits of two methods above, a multi - level segment alignment method is suggested in this research. the final experiments prove the method is highly efficient and practical
然後本文考慮到基於回車符的方法在實際應用中的缺陷，
提出了一種基於
錨點句對的分段對齊方法，並根據需要，將上述兩種方法相結合，形成了一種多層次分段對齊方法，進一步
提高了句子對齊的運行效率和正確率。
These measures include how a user to log in manufacturing application system under web pages, how to control the resource access on the same web page, how to control the divulgence of the anchor link information of the hyperlink and how to control browser bookmark function ' s access to old pages
（ 3 ）
提出了基於web頁面方式的製造應用系統用戶界面下，用戶的安全登錄、對同一個頁面上的資源訪問進行控制、控制超鏈接
錨點鏈接信息的泄漏、控制瀏覽器書簽功能對頁面的訪問等頁面資源訪問控制安全措施。
However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum
但另一方面，隨著我國水利、交通、通訊等基礎設施建設力度的加大，邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土
錨固
提出一些新的和更高的要求：如要求進一步調用巖土體的自身強度，
錨桿應具有足夠的耐久性，
錨桿的使用應不影響周邊地層的開發等。
The article structure the landslide prevention and cure, the structure of prestress anchors and its application in detail. basing on the geology condition of fabricating yard, we calculate the solid power and the length of anchor rope. we have worked out the experiment research scheme, and has carried on the earlier stage experiment, field demarcation experiment and has opened pulling the experiment on the spot. ten teams of steel rope to two teams of structure types twist the experimental data that thread internal stress and the total pulling force has been in progress research, and has put forward raising the measure of solid capability of prestress anchor and administering possessing
本文以川藏公路滑坡路段為研究對象，對滑坡的治理、預應力
錨索的結構、作用及其在滑坡防治中的應用進行了詳細的分析；基於施工現場的地質條件，對
錨索
錨固力及
錨索最佳
錨固段長度進行了理論計算；制定了實驗研究方案，進行了前期實驗、現場標定實驗、實地張拉實驗；對兩組結構型式的十組鋼絞線內應力及總張拉力的實驗數據進行了研究，
提出了
提高預應力
錨索
錨固性能的措施，以及具體的施工方案和施工工藝。
The paper describes structural features, assembling and welding procedure of the anchor box of wuhu - changjiang great bridge
介紹了蕪湖長江大橋
錨箱的結構特點及組焊工藝，
提出了控制焊接變形的幾項有效措施，以及採用該工藝收到的良好效果。
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我們公司是專門供應各種終端塊，交換機測試雙重座，地面座，保險絲座，三層傳感器座輕型雙座通用塊，積分塊，尼龍電纜聯系，電纜聯系，松解
錨索關系自鎖式電纜接頭，光纜標記關系，軟管，電纜標記，膨脹釘/插頭，電線接頭，電纜鉗，夾釘，螺絲電線連接，自粘配合摩，螺旋帶包，導線連接器，線纜配合固定座，尼龍緊固件，電纜壓蓋，尼龍關系，電纜終端，終端，終端連接器，電線導管，預終端絕緣，電纜料，電工工具，電纜配件，塑料電纜聯系，配合鋼絲，為配合劇情，串珠配合纏上搭膠包裹，包裹配合工具，電纜，電線，終端連接器，終端塊，釘，尼龍索腺體，聚乙烯管材及快速接頭螺絲，圓釘電纜夾，自粘配合固定座，擴大釘，螺旋帶包螺桿導線連接器，銅接線端子，預絕緣電工工具，電線接頭，電纜接頭固定座，尼龍拉鏈，尼龍關系，電纜終端，預終端絕緣，電纜配件，塑料電纜聯系，配合鋼絲，為配合劇情，配合串珠包，搭包膠，配合工具包，電纜，電線，終端連接器，終端塊，釘，尼龍腺體電纜，電纜配件，線路配件等，我們
提供卓越的產品和最好的服務，具有競爭力的價格
The fastened end of bar was machined to multi cone - shaped heads. through the cone heads compress the inorganic anchoring material, the load was transmitted from bars to base material. it changes the transfer path of loads and takes advantage of high compress strength of inorganic material, thus enhanced the anchor intensity of inorganically post - installed bars
本文
提出一種新型的植筋技術? ?帶錐頭無機植筋，它把鋼筋
錨固端加工成多個錐頭，通過錐頭對無機
錨固材料的擠壓，將荷載傳遞給基材，使基材與無機
錨固材料的界面上產生剪壓復合應力狀態，改變傳統植筋的受力機理，利用了無機
錨固材料抗壓強度高的特點，從而
提高了無機植筋的
錨固強度。
According to the test result, the mechanism of inorganically post - installed bars with cone - shaped heads was analyzed. and then the anchor intensity formula was formulated. the inorganically post - installed bars with cone - shaped head was carried on the finite element analysis on the spatial axial symmetry model
根據試驗結果，對帶錐頭無機植筋的受力機理進行了理論分析，推導出帶錐頭無機植筋的錨固強度公式，並利用空間軸對稱模型對帶錐頭無機植筋進行了有限元分析，提出了利用桿單元模擬鋼筋與混凝土之間的粘結滑移關系的方法。
