本文讨论了以额支为血管蒂的前额瓣及以顶支为血管蒂的头皮瓣。
The forehead flap with the frontal branch as the pedicle artery and the scalp flap with the parietal branch as the pedicle artery were discussed.
分别以颞浅动脉的额支或顶支或额、顶支双蒂设计逆行颞顶筋膜瓣应用于临床修复头颅深度软组织缺损。
The reversed-flow fascial flaps pedicled with frontal branch (FB) or parietal branch (PB) of the superficial temporal artery (STA) or double branches have been used in six patients.
建筑模板工程施工中，特别是高大支模架体施工中，往往出现扣件式钢管架体顶部可调顶托的悬臂长度过长，导致架体坍塌事故。
During construction of high formwork support frame, collapse accident usually occurs because of cantilever length of adjustable jacking of steel tubular scaffold with couplers.
实际施工证明该模板和支顶体系是安全可靠的，而且它的施工精度高、结构简洁、施工便利。
The construction has proved that the supporting structure is safe and reliable , the construction exactitude is very high, and the structure is succinct and convenient for construction.
以顶边简支底边固定承受静水压力的板结构水池为例，进行了分析计算。
For example, a water tank under hydrostatic pressure with the edges simply supported at the top and fixed at the bottom has been calculated.
介绍了简支结构变连续体系在墩顶处施加纵向体外预应力的施工方法。
The paper introduces longitudinal construction method externally prestressed at pier's top when simply-supported structure turns to continuous hierarchy.
园方员工寄出二十九支手机、九套钥匙、七顶帽子、三个钱包、一个皮包和一对验配的眼镜。
Park staff mailed out 29 cell phones, nine sets of keys, seven hats, three wallets, a purse and a pair of prescription glasses.
在该工程中采用了新颖的伞型斜向支撑技术，并利用螺旋式千斤顶进行主动支顶。
In connection with an engineering example, this paper introduces the application of a novel active roof-propping technique which uses umbrella-shaped braces and screw jacks for active propping.
用于楼宇、厅堂、桥梁、高架桥、隧道等模板内支顶或作飞模支承主架。
For buildings, halls, bridges, viaducts, tunnels, etc. template support for top-flight mode, or supporting the main frame.
主梁后浇结构层与墩顶梁端湿接头浇筑顺序以及墩顶负弯矩预应力筋张拉顺序是简支变连续梁桥施工的关键工序。
The constructing procedure of the monolithic layer and the wet joints of the girders and the orders of straining the pre-stress force are the key orders of the simply supported-continuous system.
主梁后浇结构层与墩顶梁端湿接头浇筑顺序以及墩顶负弯矩预应力筋张拉顺序是简支变连续梁桥施工的关键工序。
The constructing procedure of the monolithic layer and the wet joints of the girders and the orders of straining the pre-stress force are the key orders of the simply supported-continuous system.
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