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1.A floor or roof beam placed between two long beams that supports the ends of the tailpieces.
,楣放大两根长之间用来支撑半端尾部的一块地板或尾收藏指正
2.Abstract: By analysing the structure characteristic of the top beam,a suit of working technology process and characteristic are summarized.
文摘:通过对液压支架结构特点进行分析,总结出一整套的加工工艺及特点。收藏指正
3.Top coal caving technology and its practice with high dip splicing top girder
大倾角铰接煤技术与实践收藏指正
4.Aiming at stress analysis of dip angle fully mechanized top-coal caving support in mining, from the technique of designing and mining, put forward technique measurements: reduce gap of support beam; increase the inter-frame jack in neighboring support beam.
针对大倾角放煤支架在开采过程中的受力情况,提出了防止液压支架倾倒的技术措施是:①减少支架间隙;②在邻架间增设调架千斤收藏指正
5.According to the situation of high output high efficiency face zone of fully mechanized for subleved caving associated equipment ,fire damp prevention and cure,ground behaviour,face zone ranking and roadway layout,this paper designs abut support of face zone,manages abut roof in united support method of combining monomer hydraulic prop and type-πmetal cap, cancels the abut holder ,meets the needs of safety production, and improves the level of high output high efficiency in face zone in further step.
根据王庄煤矿高产高效综放工作面设备配套、瓦斯治理、矿压显现、工作面回采顺序及巷道布置等情况,对工作面的端头支护进行设计,采用单体液压支柱加金属π型的联合支护方式管理端头板,取消了端头架,满足了安全生产需要,进一步提高了工作面的高产高效水平。收藏指正
6.Construction Survey Control of Incrementally Launched 8 × 50-m Span Curved Girders of Donghai Bridge Close to Island Side
东海大桥近岛段工程8×50 m曲线施工测量控制收藏指正
7.Construction Techniques for 8×50 m Incrementally Launched Box Girders of Donghai Bridge
东海大桥8×50m推箱施工技术收藏指正
8.Design and Construction of Steel Launching Nose for Incrementally Launched 8 × 50-m Span Curved Girders of Donghai Bridge Close to Island Side
东海大桥近岛段工程8×50 m曲线钢导设计与施工收藏指正
9.It is proposed that the idea and method to increase resistance,reduce crack and deflection of the cantilever structure by setting up a post-constructed concrete wall between the cantilever beam of the foundation and that of (1st) floor of the frame to form a deep beam with a column on one side.
提出了通过在基础悬挑和一层悬挑间后置钢筋混凝土墙形成带边框深以增大悬挑结构抗力 ,减小悬挑结构裂缝和变形的加固思想和方法。收藏指正
10.Replacing the Bearing of Continuous Beam Bridge by Using Small Jack
小千斤升法更换连续桥支座收藏指正
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