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1)  sloping approach slab
斜置搭板
1.
the sloping approach slabs and reinforcing approach pavement,have been proposed to avoid these problems for short or medium integral abutment bridges,thus absorbing the bridge thermal movement.
针对这个问题,在某一采用沥青混凝土铺装的中小整体式无缝桥梁,我们提出了采用斜置搭板和加筋接线路面结构等两项新措施,取消了搭板末端的路面接缝,而梁体的伸缩变形在接线路面以下被安全吸纳。
2)  bevel siding
互搭斜角板
3)  oblique roof templet installation
斜屋面模板搭设
4)  inclined rectangle board
斜置矩形板
1.
Analytical solution of inclined rectangle board under vertical and horizontal load
纵横荷载共同作用下斜置矩形板的解析解
2.
To the mechanical model of inclined rectangle board subjected to forces acting vertically and horizontally,corresponding loading potential energy and the analytical solution of deflection and stress,considering the influence of inner force in central surface on the bend of the board,were given by using the theory of board and energy method.
针对受纵横荷载共同作用的斜置矩形板力学模型,充分考虑中面内力对弯曲的影响,确定了相应的荷载势能,运用能量法得到顶板挠度和应力的解析表达式;根据急斜煤层水平分段综放开采的岩层结构形态,应用解析式分析了苇湖梁煤矿顶板挠曲变形规律及其随影响因素的演化途径,给出了水平分段综放开采的关键技术参数,从岩层控制学的角度提出相应的工程技术措施。
5)  approach slab
搭板
1.
Mechanics property and adaptability of approach slab;
桥头搭板受力特性及适应性
2.
With the typical geological condition and road filling in Ningbo, the causes for bump at bridge head are analyzed and proposals recommended, using CMC jointly with the approach slab to solve the problem by reducing differential settlement at the abutment.
根据路面沉降与土层性质、固结时间的关系 ,对水泥搅拌桩加固下卧软土层与搭板设置相结合的处理方法进行了分析研究 ,研究认为 ,在宁波软土地区 ,水泥搅拌桩结合搭板设置处理桥头跳车问题无论是技术上或是经济上都是可行的。
3.
In this paper, finite element method is employed to analyze the mechanical behaviors of approach slabs between bridge abutment and pavements subject to axle loadings.
应用有限元法,对路桥过渡段模型搭板在轴载作用下的受力情况进行了分析。
6)  butt strap
搭板
1.
In this paper with introduction on the design method of abutment back in China and abroad and based upon the united design principle of bridges, culverts and abutment back the butt strap method is introduced from slope gradient, length, thickness, reinforcement and other aspects.
介绍了近年来国内外研究人员对桥涵台背的设计研究方法 ,结合桥涵与台背结构组合的设计原则 ,从搭板的型式、坡度、长度、厚度、配筋等方面提出了搭板设计的方法。
补充资料:板搭
1.见"板闼"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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