锚筋

通过边坡工程地质条件及变形破坏特征分析，建立FLAC3D地质模型，采用数值模拟方法研究了边坡变形破坏机制，在此基础上提出削方减载、锚筋桩、锚杆及坡面防护的综合治理措施。

Based on analysis of engineering geological conditions and deformation characters , the slope deformation mechanism is studied . Three-dimension geological model is established to analyze the distribution of stress and strain of slope . Flac-3D software is used to simulate the excavation process of the loess slope .

锚筋受力较小。

The force acting on reinforcement steel of anchorage is less ;

角钢锚筋预埋件承载力试验研究

Experimental Research on the Bearing Capacity of the Angle Steel Embedded Part

建筑物改造中的锚筋牛腿技术

Technique of Attached Bracket with Anchor Bar in Rehabilitation

后植锚筋的施工控制

Construction control of later embedding reinforcement

底板设置锚筋的圆形水泵房内力分析研究和实践

Inner Force Analytic Research and Practice of the Circular Pump House to Install Anchorage on Motherboard

为提高主厂房抗浮稳定性，地基基础采用锚筋加固方案。

The foundation adopts anchor bar reinforcement scheme to increase anti-floating stability of the main pump house .

计算结果表明：悬吊锚筋桩能够有效地控制隧洞进口段顶拱的沉降变形。

The computing results show that , the subsidence deformation of tunnel crown rock mass is controlled by the suspensory anchor-stake effectively .

工程实践中，设计者应当总结经验，对锚筋内力、桩承载力和粘结力采用合理公式并准确计算。

The designer should consolidates the experience , adopt the formula rationally and calculate the internal-power , compressive and adhesion strength accurately .

着重阐述了微型锚筋桩的施工工艺，为以后的同类型工程施工提供借鉴。

The construction technology of the micro-piles with anchor bars is emphatically explained , which may provide reference for the construction of similar works .

对传统的结合面处理措施方案进行了对比分析研究，提出了应用布置植筋锚筋于新老坝体结合面的加固处理方案，充分论证了植筋锚筋在结合面加固中应用的可行性与优化设计指标；

Additionally the conventional processing methods are analyzed and compared , the process scheme of laying out chemical-grouting-bolts in the interface is put forward , and the feasibility and optimized parameters used in design are argued .

研究表明：与其他基体类似，高强钢筋高强混凝土间粘结强度随锚固长度的减小、配箍率的提高、保护层厚度的增大、锚筋屈服强度及混凝土强度的提高而增大；

The test results revealed that its bond strength increases by decreasing anchorage length and increasing stirrup ratio , thickness of concrete cover , yield strength of reinforcing bar , concrete strength , which is similar to other base .

对植筋粘结应力和平均粘结强度及其影响因素进行研究，并采用二次指数函数分析了锚筋轴力及粘结应力的空间分布。

In this article , the bond stress and the average bond strength of insert rebar are studied in the base of test , and the distribution of axial forces and bond stress is analyzed by use of quadratic exponential functions .

施工中，根据不同的地质情况，分别采取了混凝土抗剪置换洞、锚筋桩、系统锚杯及爆破控制等综合处理措施。确保了施工期间的稳定及安全，保证了施工工期。

According to different geological conditions combined treatment measures , such as shear concrete plug , anchor bar pile , system anchor rod and blasting control , are taken to ensure the stability and safety during construction and follow the construction schedule .

观测结果与有限元计算结果表明，采用接触模型模拟板块拱座、板块基岩之间的相互作用，以及采用非线性弹簧单元来模拟基岩与锚筋之间的粘结滑移作用是可行的，计算结果是可靠的。

The results of the observation and calculation shows the methods that the contact model simulated interaction effect of the plate-abutment , plate-bedrock is feasible , and the nonlinear spring element simulated , the cohesion and slipping interaction effect between the bedrock and anchor bar are feasible too .

首先系统总结了当前锚索预应力筋材料强度利用的设计理论与一般取值标准，并分析了预应力筋材料强度利用系数与锚筋及锚固体系安全度的相关性。

Design theories of material strength utilization of prestressed steel wires of anchorage cables and their standards for taking design values are firstly summarized , and the correlation between the materials strength utilization coefficient of prestressed steel wires and the safety of anchor steel wire and anchorage system is analyzed .

砌体填充墙锚拉筋植筋施工法探讨

On construction technique of planting reinforcement anchor bar of masonry filler wall

试验和分析表明了土工地锚这一加筋形式具有广泛的工程应用前景。

The experiment and analysis indicate the prospect for Geo-Anchor being used in engineering .

玻璃钢螺旋锚用于稳定膨胀土渠坡的现场拉拔试验和锚筋的破坏形式

Field pull-out tests and failure model of GFRP screw anchors used to stabilize canal slopes of expansive soils

同时依据自锚上承式拱桥的特性，提出了一种自锚预应力筋的设计方法，可供此类桥型设计时选用。

According to the characteristics of self-anchored deck arch bridge , the design method of pre-stressed tendons arrangement is proposed , which might be used as a reference for this kind of bridge design in the future .