Chinese translation for "字钢"

double t steel i
doublet steel i
tsectiont
tsteelt
z-bar z
z-steel z
zees z
zeesz

Example Sentences:

	1.	Specification for h - section steel arches for use in mines 矿用工字钢钢拱规范
	2.	Structure optimization and application of steel trapezium - shaped support 对焊工字钢支架在综放大断面开切眼中的应用
	3.	Technical condition of h - section steel rigid suport in ladder - shape used in coal mine 矿用工字钢梯形钢性支架技术条件
	4.	Development of anti - skip device for roof bar of 11 mine h - bar trapezium - shaped support 矿用工字钢梯形棚顶梁防滑装置的研制
	5.	Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway , it is set forth the methods about choosing the support system and its parameter , digging methods of underground space , measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt , stress of shot - concrete , supporting pressure of temporary i - steel and stress of steel of the second lining , then , the reason for deformation of the support system induced by sharp increase of i - steel was determined 摘要结合重庆市轻轨较新线大坪车站大跨度地下空间dk7 + 692断面施工支护体应力监测的工程实例，阐述了该大跨度地下空间支护结构的参数选择、地下空间的开挖方法、支护体结构的应力量测方法及测试手段；分析了支护体初期支护工字钢拱应力、锚杆轴力、喷射混凝土内应力、临时工字钢支撑应力、二次衬砌钢筋应力等测试结果和变化规律；确定了工字钢拱应力急剧增大而可能引起支护体系失稳的原因。
	6.	Stress analysis on cross - section of traditional dumbbell cfst arch rib which concrete filled into the web space and new dumbbell cfst arch rib which concrete not filled into the web space during the concrete was filled into the inner space are introduced in this paper . analysis expressing the stress in the two connecting points of the web plates and the bottom steel tube of the traditional dumbbell is very large when concrete is filling into the web space , and easily causing some great cracks occurred in the weld sealing , which should causing the engineering field 对钢管混凝土哑铃形拱肋以及新型哑铃形钢管混凝土拱肋在浇注混凝土时的截面应力分布进行了分析，结果表明传统哑铃形截面(腹腔内填充混凝土)在灌注腹腔混凝土时，钢管与腹板交接处将产生很大的应力，容易引发爆管事故，应引起工程界的注意；新型哑铃形截面(腹腔内不填充混凝土而用工字钢加劲)灌注管内混凝土时，截面的受力情况较好，能避免爆管事故的发生，且能简化施工，降低拱肋的自重。

Similar Words：

"字符组应用" Chinese translation, "字府" Chinese translation, "字复用" Chinese translation, "字腹" Chinese translation, "字杆印字机" Chinese translation, "字钢形材" Chinese translation, "字高" Chinese translation, "字高度" Chinese translation, "字高宽比" Chinese translation, "字格板" Chinese translation