bolted joint 中文意思是什麼
bolted joint
解釋
（木結構）螺栓連接-
The steel construction is made up of roof beam, post, purlin, roofing and wall, adopt the automatic production line to weld and take shape in the factory, construction site spend high - strength bolted joint reduce weld work load, make progress and quality receive the complete assurance
鋼結構由梁、柱、檁條、屋面和墻體組成，工廠內採用自動化生產線焊接成形，施工現場用高強螺栓連接，減少了焊接工作量，使進度和質量得到完全保證。 -
Guidelines for pressure boundary bolted flange joint assembly
壓力邊界螺栓法蘭連接組件導則 -
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。 -
The circular ring joint bonnet seal has proven to be the best bolted high pressure bonnet joint available
這種圓形環狀連接閥蓋密封經過實踐證明是目前最好的螺栓高壓閥蓋連接。 -
Numerical calculation of damage accumulation and bearing strength experimental verification for composite single bolted joint
復合材料層合板機械連接結構累積損傷模型和擠壓性能試驗研究 -
Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been
本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。 -
Bolted body - bonnet connection is the principal design used in iron multi - turn valves. this gasketed joint is strong and easy to assemble / disassemble
螺栓閥體式閥蓋：鑄鐵多回轉閥門的主要結構形式。這種帶襯墊連接方式堅固耐用，並且易於安裝和拆卸。 -
High strength bolted friction type joint
摩擦型高強度螺栓連接 -
The research is carried on the drop of bending rigidness if bolted joint loose and the equivalent reduced mechanical model is established. the comparisons beween the finite element model and the reduced mechanical demonstrate that the reduced mechanical model is right
本文還對螺栓松動對桿件節點抗彎剛度折減進行了研究，建立了等效結構力學模型，計算表明等效模型是正確可行的。
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