1) rod retaining wall
对拉式挡墙
1.
Using the modified Naylor K—G model,this paper analyzes the mechanical behavior of rod retaining wall.
本文用改进后的 NaylorK—G 模型对对拉式挡墙进行了受力分析,结果与实测结果相吻合,计算结果表明,墙后填料使墙面板产生弯曲变形,墙顶超载使墙面板发生平行移动。
2) L-shaped wall
L式挡墙
3) tied retaining wall
拉杆挡土墙
4) gravity retaining wall
重力式挡墙
1.
Based on gravity retaining wall s three failure models including slippage model,overturning model and bearing capacity model,the method of reliability and sensitivity analysis for gravity retaining wall was proposed,and the corresponding program was presented through matlab.
基于挡墙的抗滑移、抗倾覆和地基承载力3个失效模式,提出了重力式挡墙可靠度和敏感度方法,并用matlab编制了相应计算程序,排序分析了3个失效模式下随机变量对重力式挡墙可靠度的敏感度。
2.
Research purposes:This paper sums up the different types of the gravity retaining walls in the design and construction,theoretically analyzes and calculates their characteristics,and concludes the method of lectotype and the principle of arrangement for gravity retaining wall for the purpose of providing references to design,construction of it and to compiling standard drawings.
研究目的:本文总结重力式挡墙在设计和施工中的不同形式,对比其特点,进行理论分析和计算,归纳出墙型的选择方法和布置原则,供设计、施工及标准图的编制参考。
3.
Combined with one practical works,from three aspects: geology, construction and design reasons caused the partial collapse and spallation inside of gravity retaining wall are analyzed,at the same time corresponding treatment scheme is proposed.
结合广州开发区某工程实例,从地质、施工、设计三方面分析了重力式挡墙内墙肢局部坍塌剥离的原因,提出了加固处理的方案,指出在设计时应注意水泥的选择及水泥掺入量,在施工质量控制方面应注意单桩成桩的质量和增加重力式挡墙的整体性,以提高基坑的稳定性。
5) counterfort wall
扶壁式挡墙
1.
The paper,based on the characters that counterfort wall applies to soil filling,analyzes the stress of counterfort wall,calculates the loading,test the stability,and mentions the requirements of construction,along with the supporting structure adopted by a road leading to a local coal mine.
针对扶壁式挡墙适于土质填方边坡的特点,结合阜新市某煤矿公路二级道路的支挡结构,对扶壁式挡墙进行了受力分析及荷载计算,并对其稳定性进行了验证,最后说明了其施工要求。
6) relieving retaining wall
卸荷式挡墙
1.
Through comparison of force balance analysis between cantilever and relieving retaining wall,it shows that,at the same height,relieving retaining wall suffers smaller bending moment at the lowest part of the wall than cantilever retaining wall.
通过对悬臂式挡土墙与卸荷式挡土墙受力分析比较,可以看出同样高度的卸荷式挡墙较悬臂式挡墙在挡墙墙壁根部所受弯矩要小,这样可以减小挡墙墙壁的壁厚及配筋,同时也可以减小倾覆力矩,即可以减小挡墙底板宽度。
补充资料：波状(软边)挡边带式输送机
分子式：
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
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