鋼板柱 的英文怎麼說
中文拼音 [gāngbǎnzhù]
鋼板柱
英文
pilingbeam-
Aseismatic strengthening of reinforced concrete short column with steel plate hoops
鋼筋混凝土短柱利用外包鋼板箍抗震加固的設計The approximation analysis result of band dipole model is obtained on the basis of the theory of mfl. the electromagnetic distribution feature of the defect in the steel panel is studied by means of simulation. the leakage magnetic distribution of the two defects and four defects plural and the defects in the column differently in the width are also assayed. conclusions that factors affecting flaw magnetic leakage to the panel also affect the column and magnetic leakage bx should be the feature of the flaw identification to several flaws are drawn
在對漏磁檢測原理進行詳細介紹的基礎上,得出了帶偶極子模型的近似解析解,並以有限元數值模擬分析為主要手段,以鋼板上缺陷為對象,分析了各因素對缺陷漏磁場產生影響的不同規律,同時模擬分析了板上平行的兩條裂紋,四條裂紋以及柱體上寬度不同時的裂紋的漏磁場分佈特徵,得出結論:影響板上缺陷漏磁場的諸因素會對柱體上缺陷漏磁場產生同樣的影響;對于多條裂紋,宜用漏磁分量bx作為缺陷識別的特徵量。The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls
該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件,以輕質節能保溫型墻體作為圍護結構組成。Activity enclosure adopts steel construction, two - sided internal wall panel or single lamination type color wall panel pass bolted joint. all its parts are formed by standard component, assemble wantonly at the scene, fixing cycle short, the color can be as requested especially made. repeatable disassembly and assembly, without building rubbish, the appearance is beautiful
活動圍墻採用鋼結構柱,雙面夾芯彩鋼板或單層壓型彩鋼板通過螺栓連接而成。其全部部件均由標準件構成,現場任意拼裝,安裝周期短效果好,顏色可根據要求特別製作。可重復拆裝使用,無建築垃圾,外觀靚麗。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。Since the air pressure sink - box technology was abandoned, and the steel - plate peg round the barrage pipe peg foundation was adopted at first time in the wuhan changjiang bridge project, the steel round the barrage has been adopted in bridge foundation construction more and more. especially after the double wall steel sink well round the barrage bore peg foundation was creatively adopted in jiujiang changjiang bridge foundation, which was built in 1985
自從武漢長江大橋工程中擯棄了過去一直沿用的氣壓沉箱,首次採用了鋼板樁圍堰管柱基礎以來, 1985年建成的九江長江大橋基礎獨創性地採用雙壁鋼沉井圍堰鉆孔樁基礎,鋼圍堰在橋梁基礎施工中的應用越來越多。Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints. in this paper, six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load. the factors of m - characteristics about semi - rigid composite joints, including bolts, profiled steel sheeting, beam, column, stiffen rib and reinforcement, are studied
本文設計了6個端板型鋼-混凝土組合樑柱節點與2個端板型純鋼樑柱節點,通過對這些試件的靜力荷載試驗,重點研究了端板型鋼-混凝土組合節點的彎矩-轉角性能的影響因素,包括高強螺栓、壓型鋼板、型鋼梁、型鋼柱、加勁肋,以及混凝土板內縱向鋼筋配筋率等。With the brushed steel, the difficulty lies in getting exactly the same look to each of the parts ? the grille, the bonnet and the a - pillar
採用亞光鋼板的困難在於,要使車輛的每一部分都看起來一樣,如通風隔柵、引擎蓋和a柱。In the conventional steel structure, the column of architecture structure is made of welding box column. it has a great of operation capacity of welding and the inner diaphragm plate construction is difficult, which is adverse to industrialization of mass production
在傳統鋼結構中,建築用結構柱一般為四塊鋼板焊接的箱形柱,加工工作量大,內置橫隔板施工困難,不利於工廠化批量生產。Full - scale test of battened tubular column in new beiyun international airport terminal
新白雲國際機場航站樓鋼管綴板柱足尺試驗The member bearing compression in the truss could be regard as a battened column with the single axis of symmetry
這種角鋼桁架中的受壓件在結構上是一個單軸對稱綴板柱。The results of the limited element analysis and experiment study confirms that both the resisting ended batten and using angle batten in place of plate one could make the laterally stiffness of such member more strong. that maybe provides somewhat practical benefits for designing the twin - wall truss
本文還通過矩陣分析法和模擬試驗研究,證實了端綴板的存在對抵抗側向屈曲有明顯提高;而選用角鋼代替綴板材料相對于板形板,有助於提高構件的側移剛度和翹扭轉剛度,這對于單軸對稱綴板柱的設計也具有一定的實用價值。This voltage transformer has three poles and the iron is made of sheet. the body is fixed on the box cover by clamping. there have the primary and secondary bushing also on the box cover
本系列電壓互感器的鐵心由條形矽片疊成,為三柱芯式,器身用鐵夾件固定在箱蓋上,在箱蓋上裝有一次及二次套管等,油箱用鋼板焊成,油箱壁下部裝有接地螺栓及放油塞,箱底有四個安裝孔。1 a set of 20 - rool mill with four vertical posts wv20seh55 - 300 1150 introduced from german sundwig. the mill may yearly produce 80, 000 tons of various markings of cold - rolled stainless steel, silicon steel, and carbon steel sheets with 0. 1 mm in thickness and 0. 01 in tolerance
1德國引進森德威wv20seh55 - 3001150四立柱式廿輥軋機一臺套,年產量8萬噸,該設備可生產成品最薄厚度至0 . 1mm的各種牌號的冷軋不銹鋼硅鋼普碳鋼板,公差可達到0 . 01mm 。Specification for galvanized steel studs and channels for stud and sheet partitions and linings using screw fixed gypsum wallboards
採用螺釘固定石膏墻板的立筋隔段和隔板以及襯里用鍍鋅鋼螺柱和鋼槽規范The system is constructed by slotted threaded rods or rodplates connected by nuts to angled pedicle screws
這系統由有螺紋的鋼柱或鋼板-柱組合及各種不同角度的椎弓根鋼釘所成。Therefore, the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam, the bent frame system of solid - web steel column and open - web steel pipe truss, as well as the system of rc column and open - web steel pipe truss
因此對中小型單層廠房中實腹式鋼柱加實腹式鋼板梁排架體系,實腹式鋼柱加空腹鋼管桁架排架體系以及鋼筋混凝土柱加空腹鋼管桁架排架體系與輕鋼門式剛架進行了綜合比較。2 based on experimental results and finite elements analysis of new joint, the stress transfer mechanism of the new joint is analyzed. there are two stress transfer patterns about the new joint, one is for rectangular steel tubular column joint, its stress transfer pattern is that beam moment is transferred to column webs mainly by stiffeners, the other is for crft column joint, its stress transfer pattern is that part of beam moment is transferred from stiffeners to column webs, another part of beam moment is transferred to infilled concrete by column flange
(二)基於新型節點的試驗結果和有限元分析,研究了新型節點的傳力機理,其應力的傳遞路徑分為兩種:對于鋼管柱節點,梁端彎矩主要通過加勁肋板直接傳至柱腹板,對于鋼管混凝土柱節點,梁端彎矩一部分通過加勁肋傳給柱腹板,另一部分通過柱翼緣傳給鋼管內的混凝土。Abstract : in this article, some high - rise steel structural lifting methods, including choice of lifting machines, lifting method, measurement and correction of columns and beams, installment of high - strengthen bolts, and welding of pegs of profiling steel boards, are introduced
文摘:介紹高層鋼結構吊裝機械的選擇,樑柱的吊裝方法和測量校正,高強螺栓的安裝,壓型鋼板栓釘的焊接。Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface, the supporting surface, the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms
基礎頂面直接作為柱的支承面和基礎頂面預埋鋼板或支座作為柱支承面時,其支承面、地腳螺栓(錨栓)位置的允許偏差應符合規范的規定。分享友人