錨拉桿 的英文怎麼說

中文拼音 [máogǎn]
錨拉桿 英文
anchor tie
  • : 名詞(鐵制的停船設備) anchor
  • : 拉構詞成分。
  • : 桿名詞(桿子) pole; staff
  • 拉桿 : bar; straining beam; drawbar; dog iron; stake pole; queen bolt; tie rod; pull rod; drag link; ten...
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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繩纜繩引紙繩變壓器吊裝繩各種規格編織吊繩,尼繩,啟動繩,啟動繩,引擎繩,引擎繩,起動繩,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,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,啟動繩啟動繩引擎繩引擎繩起動繩,雙編織繩,金剛打編織繩,股編織繩,股編織繩,多股編織繩。
  2. Abstract : the monitoring of tieback prestress and its existing problems are discussed for foundation pit protection at dongfang square, beijing, and the problems in the tensile, such as the loss of prestress, bias in loading, are explained

    文摘:對北京東方廣場基坑支護中預應力的監測及其所出現的問題進行了分析,說明張過程中所存在的問題(預應力損失、偏心荷載等) 。
  3. Test method for pullout resistance of ties and anchors embedded in masonry mortar joints

    埋入砌築砂漿縫中的拔阻力的試驗方法
  4. Standard test method for pullout resistance of ties and anchors embedded in masonry mortar joints

    埋入磚石灰縫中的的拔阻力的標準測試方法
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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
  6. The pull rod is screwed into the inside thread of the anchor head.

    旋入頭內的絲扣。
  7. For a long time, wholly grouted anchor is usually applied interiorly and the interrelated research and analysis have been mature and sufficient

    長期以來國內普遍採用的都是全長粘結的力型,相關的分析研究也已經比較成熟和充分。
  8. Numerical study of the influence factors of anchorage under tension

    拔力影響因素的數值試驗研究
  9. Research on lateral pressure in truss rod for support of loose roof

    支架支護散體頂板時的橫向受力研究
  10. Development of pull testing system for anchor bolt

    力測試系統的設計
  11. In our country, no pull - out test of pressure - type anchor has ever been made in rock till now. in chapter 4, consulting some pull - out tests of pressure - type anchor made by some civil researchers, contrast pull - out tests of pressure - type and tensile - type anchor in rock is designed in crag slope engineering in chongqing university

    本文第四章在在參考國內一些單位已經進行的部分壓力型抗拔試驗的基礎上,針對基於巖層的該類型試驗還是空白的現狀,結合重慶大學沿江危巖邊坡治理工程設計了巖層中的壓力型與傳統力型抗拔力對比實驗。
  12. Finally, the design and calculation method of prestressed anchor cables of anti - slide piles is studied. on basis of foundation coefficient method and finite element method, the anti - slide piles are dispersed to be rod element

    最後,基於地基系數法和有限單元法,建立了預應力抗滑樁分析計算模型,並編制了計算程序。
  13. Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical. the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression

    壓力分散型索是在一個鉆孔中安裝若干個索單元,每個單元都有自己的體和固段,在張時分別承受相同的工作荷載;索總的固力由分散布置於鉆孔不同深度處的這些單元索的固段來共同承擔,並利用各單元的承載體將無粘結索的力轉化為對固段注漿體的壓力,從而將索總的固力以壓力形式分散作用於不同深度的巖土體上。
  14. Two examples concerning pullout test of rock bolt and an anchor bolts reinforcing slope are calculated and analyzed. the ideal results have verified the validity of the method and its ability to solve the problems in engineering

    上述工作完成後,應用本文方法對拔試驗進行了數值模擬,得到了較好的計算結果,從而證明了本文計算方法的正確性。
  15. Testing study on working mechanism of full grouting bolt under tensile load

    荷載下全長粘結工作機理試驗研究
  16. And wholly grouted anchor used widely can not meet these demands

    而目前國內普遍採用的力型是無法滿足這些要求的。
  17. Studies show that simply adopting multi - compound supporting is far from enough to control strong non - lineal deformation, meanwhile measures must be taken to harness the weakening course caused by fracture water

    針對此情況,提出了動態過程式控制制的支護原理,採用預索、桁架和圍巖滯后注漿堵水加固相結合的全過程式控制制圍巖技術。
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