錨鋼 的英文怎麼說
中文拼音 [máogāng]-
The cable is then tensioned and anchored at the ends.
然後將鋼索張拉並錨固於端頭處。Anchor chain cables grade k4 - chain outboard shots
K4級錨鏈鋼纜.鏈條外側連接節Anchor chain cables grade k4 - shots of chaim cable
K4級錨鏈鋼纜.錨鏈鋼纜的長度Anchor chain cables grade k4 - requirements and test
K4級錨鏈鋼纜.要求和試驗Anchor chain cables grade k4 - kenter type joining shackles
K4級錨鏈鋼纜.斜連接鉤環Anchor chain cables grade k4 - three link adapter pieces
K4級錨鏈鋼纜.三鏈節的轉接件Repair welding requirement for grade 3 cast steel chain cables
三級鑄鋼錨鏈補焊技術要求Anchor chain cables grade k4 - enlarged links
K4級錨鏈鋼纜.加大的鏈節Anchor chain cables grade k4 - swivel shackles
K4級錨鏈鋼纜.旋轉鉤環Anchor chain cables grade k4 - slip stoppers
K4級錨鏈鋼纜.活鉤鏈掣To create a kind of humanized medical environment
鋼管灌注樁和鋼筋錨固技術在廠房加固中的應用This article comtined the practice of the projtct of jiaojiang bridge and analyzed strand wire with high strength and low laxation, the anchorage system, the tentioned technice in the construction, and the principle of anchorage
摘要本文結合椒江大橋工程實踐，分析了國產高強度低鬆弛鋼絞線和預應力錨固體系，在施工中的張拉工藝、錨固原理。A special steel spreader beam was used to erect the fabricated cage in its proper position in the roadway structure.
使用一個特製的鋼托架來安裝預制的錨固橫梁的鋼筋骨架，使其就位於上部結構內預定的位置上。Supervision points on jacking up steel - box ruction of self - anchored suspension bridge
自錨式懸索橋鋼箱梁頂升施工的監控要點The terminal fittings on the cable are standard bearing sockets.
鋼索的端部連接採用標準承壓錨杯。Solving trough support problems with bolt and steel band
錨桿鋼帶在順槽支護中的應用Equipment for steelworks and rolling mills ; shuttering steeves for anchor boxes according to din 24539 ; dimensions, designation
煉鋼廠和軋鋼機用設備.按din24539的錨盒的模板吊桿Anchored steel trestle
錨固式鋼棧橋The results indicated that the anchoring effect was better with angle steel than with cfrp, and that anchoring was very important at root of beam, which can avoid occurrence of tympanites like cfrp
可以看出：採用角鋼錨固的效果要比採用碳纖維布錨固好，梁根部的錨固也非常重要，可以避免類似碳纖維布被拉鼓現象的發生。The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio
基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。分享友人