整體夾板 的英文怎麼說
中文拼音 [zhěngtǐjiābǎn]
整體夾板
英文
full plate-
The method is as follows : calculating the length, angles and coordinates of pre - cast hollow slab in cartesian coordinate system, and then adjusting the width of hollow slab beams and length of cantilever boards to make the linear cantilever slabs close to the transition of mute
具體方法是：採用直角坐標系計算預制空心板斜長、首尾夾角和起終點坐標，根據計算結果與路線線形之差，多次調整空心板梁的梁板寬度和懸臂長度，使外懸臂折線滿足路線的緩和曲線線形。The key techniques for the digital image output are the image preprocessing and color correction. in chapter 3, we detail on the basic software modules of our lcos digital image print head, this includes the software architecture design and its specific modules. we further detailed the image browsing, image constitution and other modules to support the system
數碼照片的輸出，圖像處理與顏色校正是關鍵，因此在第三章，我們詳細介紹了基於lcos電子片夾的數碼沖印系統的軟體系統，這一部分包括了軟體系統設計以及整個系統的軟體模塊，更進一步地，我們詳細地介紹了基於目錄的的圖像瀏覽模塊、圖像處理模塊、圖像組板模塊以及其他實現的功能。Based on the experimental results, in concrete limitation stress sandwich first stage ' s ability and one - way and two - way precast slabs sandwich, results content code require - second class crack control. resistant crack calculation is appropriate. because post - tensioned prestressed advances plane ' s resistant crack. deformation and section strain measure accord with calculation results, this indicates 3d - gridding beams modulus is reasonable to precast slabs sandwich
本文通過對試驗數據的分析總結，認為：單塊夾層板第一受力階段的性能試驗及單向和雙向裝配整體式夾層板的性能試驗，滿足《混凝土結構規范》 （ gb50010 - 2002 ）中關于預應力樓板的二級裂縫控制等級的要求，抗裂設計得當；由於板縫無粘結預應力筋的存在提高了板的抗裂性。Secret formulary for traumatology and fracture taught by immortal summarized the diagnostic and treatment experiences of bone and joint injury, reduction manipulation of fractures and dislocations, splinting, functional exercises and surgical suture
摘要《仙授理傷續斷秘方》系統總結了骨關節損傷的診治經驗，對骨折、脫位等採用手法整復、夾板固定、功能鍛煉和內外用藥治療，並結合外科清創消毒、縫合手術等，體現了中醫骨傷科的卓越成就。This thesis mainly researches second - prestressing precast slabs, it is important to study its one - way slab floor ' s ability in use. specific content include : imitate construction load lab, through this method to analyze the precast slabs " properties in the first stage in burden load. one - way precast slabs " lab, analyes one - way precast slabs sandwich s ability in second burden load stage
具體的研究內容有：模擬施工荷載試驗，即對裝配整式夾層板第一受力階段進行研究；單向裝配整體式結構的第二受力階段的性能進行研究，並分析了二次張拉預應力筋所引起的結構的變形和應變與計算結果進行對比。The seams divide the wall into several units and the hollow shear wall of r. c w ith vertical seams has small self - weight, small stiffness and good ductility. due to having air insulation, it has good energy saving capability. so this new type shear wall structure will be a kind of ductile structure with advanced seismic behavior
針對傳統剪力墻結構的弱點，本課題提出帶豎縫鋼筋混凝土空心剪力墻板結構，此種墻板在墻體上設有豎向縫隙，將整塊墻板分成若干墻肢單元，具有自重輕、剛度小、延性大的特點，由於墻板中間有空氣夾層，保溫、隔熱效果也較好，以此種墻板為主體的空心剪力墻結構體系是一種抗震性能優良的「延性剪力墻結構」 。The emphasis is placed on the connection features between the main components, in accordance with the basic principles and requirements, which demand that the integrality of the structure and the safety for loads transfer be ensured
介紹了夾芯板建築體系的結構組成、主要構件的構造特點，結合結構構造設計的一般原則與要求?保證結構整體性和荷載傳遞可靠性，重點闡述了主要構件間的連接構造特點。分享友人