1) wall with vertical cracks
裂隙墙体
2) wall crack
墙体裂缝
1.
Cause and control of aerated concrete block wall crack;
加气混凝土砌块墙体裂缝成因及防治
2.
The causes of air-entrained concrete wall crack and its control measures;
加气混凝土墙体裂缝的原因及其控制措施
3.
The application of wall crack treatment technique in practical engineering;
墙体裂缝处理技术在实际工程中的应用
3) wall crack
墙体开裂
1.
Analysis on the mixture wall crack and the fountation treatment;
混合墙体开裂地基处理分析
2.
On the top wall crack and prevention of brick-concrete structure;
浅谈砖混结构顶层墙体开裂及防治
3.
It is pointed out that the main reason of wall crack is due to great drying shrinkage of the material,so the first thing is to enhance study and improve production to make the drying shrinkage value of b.
指出材料干燥收缩大是产生墙体开裂的主要原因,首先要加强研究和改进生产,使砖的干燥收缩值达到德国DIN1053-1要求的0。
4) wall cracks
墙体裂缝
1.
Reasons analysis and reinforcement process of a teaching building wall cracks;
某教学楼墙体裂缝原因分析及加固处理
2.
Controlling of brick concrete structural wall cracks;
砖混结构墙体裂缝的控制
3.
Analysis on the wall cracks in general constructions and countermeasures thereof;
一般房屋墙体裂缝原因分析及其对策
5) wall cracking
墙体开裂
1.
In connection with the geological and hydrological conditions,the site testing results and the theoretical analysis of the wall cracking of an old adjacent building,the paper has found its causes to be inappropriate choice of the foundation pit shoring,lack of impermeability of the ground,bad construction quality and lack of early warning.
针对某旧区基坑工程导致相邻住宅楼墙体开裂情况,根据工程地质条件、水文地质、现场观测结果和理论分析,找到了发生事故的原因是因基坑支护形式选择不当、地面防渗水能力不强、施工质量欠佳及预警不力等引起的,制定了防水处理、支护处理等措施,取得了良好的效果,为类似工程提供借鉴。
6) cracked wall
开裂墙体
1.
The test results showed that the ultimate load of the cracked walls strengthen ed by carbon fiber sheets was increased remarkably and the deformation ab ility of the specimens was obviously improved.
研究结果表明,粘贴碳纤维布能够提高开裂墙体的极限荷载,增强其变形能力,是改善混凝土小型空心砌块墙体结构性能,加固修复建筑物墙体裂缝的一项有效措施。
补充资料：裂隙岩体底摩擦模型
裂隙岩体底摩擦模型
base firction model of fissured rock
{一ex一yontld一moeo mox一ng裂隙岩体底摩擦模型(ba、e fr，et，on model offissured rock)利用模型移动受阻挡时在其底部形成的滑动摩擦阻力，模拟在自重应力作用下裂隙岩体破坏过程这种模型是一种简易的岩石力学定性模型。 将模型放在一个活动砂纸(或帆布带，塑料带等)底带上，纸带装在匣中间，用受控电机带动当砂纸带移动时，模型由于横杠阻挡而实际上不能移动在模型底面上形成的摩擦阻力可以模拟岩体的自重应力。其实验设备和实验方法见图。常用的模型材料有:(1)可任意切割与重复利用的可塑性材料，如油泥加砂子、粘土加砂子或橡皮泥等。(2)各种硬质块体成型材料，如木块、糖块、软木块、塑料块、石膏块、岩块等屯4 底摩擦模型月;是备示意图 1模型2活动石，纸带弓匣; 4电机几一咸吏杭构6横柱 模拟重力或斜面滑动时，均应满足f一g厂ZZv的相似关系.即在自由落体跌落时间t既定条件下.底带移动速度V越大，在底摩擦模型中完成相同落体运动所需时间t}，越小 各国曾用此方法来研究不连续面块状结构岩体，巷道及节理交错切割的边坡模型的破坏机理 (吕乃璧)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条