起吊高度 的英文怎麼說
中文拼音 [qǐdiàogāodù]
起吊高度
英文
sling height-
2 ) from the angle of constructing course, steeve - arch supporting structure requires low - capacity cranes to erect, and simple constructing methods easy to meet. the time spending on construction is short. the usual arch supporting structure requires high - capacity cranes to erect, and complicate constructing methods hard to meet
2 ）從施工角度看，吊桿式拱架支承結構對吊車的起吊能力要求低，工藝簡單，施工方便，工期短；豎桿式拱架支承結構起頂重量大，對吊車的起吊能力要求高，施工難度大。Shuangniao machinery, specializing design and manufacturing of electric chain hoist, manual chain hoist, lever hoist and various high tensile sling assembly, is a group corp., which consists of shanghai shuangniao machinery co., ltd., shuangniao machinery co., ltd., also
雙鳥機械是一家專業從事設計，製造環鏈電動葫蘆，手拉葫蘆，手扳葫蘆及各種高強度吊掛具的集團公司，它包括上海雙鳥機械有限公司，浙江嵊州雙鳥工業園區和浙江雙鳥機械有限公司，是中國最大的民營起重企業。On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place
本文試圖就上述的這兩大方面的內容，從以下三個角度進行了初步研究： 1 、縱槽向抗震性能分析1 ）湯峪河吊桿拱支承結構的縱槽向地震效應較小；吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛度，以及結構的整體性，故適當加大構件截面尺寸或提高砼標號，盡量降低結構的建築高度和重心，在構件連接和變截面處增設梗脅，按照約束混凝土的要求來加強箍筋的配置，增加砼的延性，以克服地震時構件連接和變截面處的應力集中造成的坡壞，並吸收大量的地震能量，從而起到隔震，減震的效果。In order to find the lifting & installing technology for semi - circular structures adaptable to the poor construction condition and high installation intensity of this project, this paper summarizes common marine lifting and installing technology for large & heavy members and puts forward a new marine installation technology using crane barges according to the structural characteristics of semi - circular structures and working conditions of this project, which has obtained many achievements of innovation in lifting point design, sling design, water filling for settling and marine positioning technologies
為尋求適應本工程施工條件差、安裝強度高等特點的半圓體水上弔安工藝，在總結一般水運施工大型構件水上弔安工藝的基礎上，根據半圓體結構特點和本工程工況條件，提出了起重船水上安裝工藝，在吊點設計、吊具設計、灌水助沉工藝及水上定位工藝方面取得了多項創新成果。The heavy - duty slewing crane is suitable for the material swinging operation in metallurgy, railway, quay, machinery manufacture, etc. this hoist adopts the structure of rotary fulcrum bearing and variable cross - section. the overweight height is up to 2. 5 - 2. 6 meters, and rotary radius is up to 7 - 12 meters
重型旋臂型起重機適用於冶金鐵路碼頭機械製造等行業的物料吊運作業，該機採用了回轉支承與半截面壁結構，超重高度達2 .米，回轉半徑達米。The author gets these results by researching the method in construction technology : ( 1 ) from the common construction method of grid frame the paper summarizes the types of the sliding construction, the plan of for life - on construction, the seal method of the components, the grid frame assemble, the separating of the sliding unit, assemble in high altitude, and the sliding system
從施工技術的角度對逐條滑移施工技術研究得到了如下成果： （ 1 ）從網架一般施工方法入手，對網架滑移施工的分類、起重吊裝方案、構件的拼裝焊接、網架拼裝、滑移單元劃分、高空組對吊裝、滑移系統的構造、設置等工藝進行了整理、總結。In crane choosing, three parameters should be taken into consideration : payload capacity ( q ), lifting height ( h ) and working radius ( r ). and three parameters should meet design requirements at the same time
選擇起重機的型號原則是所選起重機的三個工作參數，即起重量q ，起重高度h和工作幅度（回轉半徑） r均需要滿足班組結構吊裝要求。The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction
但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。分享友人