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加固

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In this paper, the application of H - shaped beam strengthened with the chemical anchor s and CFRP sheet in a retrofitted building was introduced, the principles of strengthening, calculating and construction points were discussed.

本文介绍了采用H型钢梁结合化学锚栓和碳纤维布在改造加固工程中的综合应用,对其加固原理、计算方法和施工要点进行了论述。

The simplified model of internal force calculation of prestressing anchor rope beam on double parameter elastic foundation was presented.

提出了双参数弹性地基上预应力锚索地梁内力计算简化模型,用该模型对一公路边坡工程进行预应力锚索地梁加固设计,给出了预应力锚索地梁的合理配筋,现场位移监测发现该计算模型得出的加固方案是安全可靠的。

In this paper,the law of the prestressed anchor rope beam s transfer is analyzed by elasticity theory ,and the distribution curve of the extra stress is simulated.

运用弹性理论分析方法,对地梁荷载在被加固岩土体中的传递规律进行了分析求解,模拟求出附加应力沿深度方向的分布曲线,并通过与现场试验结果对比,得出被加固岩土体中附加应力分布的合理结论。

Basis on Elasticity Theory-Changes of Supply And Demand on Physical Training Services;2. In this paper,the law of the prestressed anchor rope beam s transfer is analyzed by elasticity theory ,and the distribution curve of the extra stress is simulated.

运用弹性理论分析方法,对地梁荷载在被加固岩土体中的传递规律进行了分析求解,模拟求出附加应力沿深度方向的分布曲线,并通过与现场试验结果对比,得出被加固岩土体中附加应力分布的合理结论。

FLAC3D software is used for simulating anchor frame beam strengthening expansive soil roadcut slope. Main parameters such as length, range interval and angle of anchor frame beam, are investigated so as to acquire how to influence slope deformation.

为了研究锚杆框架梁的加固效果及其坡率对膨胀土路堑边坡的影响,采用了快速拉格朗日差分分析三维软件FLAC3D模拟锚杆框架梁加固膨胀土路堑边坡。

Included among them are: characteristic frequency curve of reinforced medium; critical length of the anchor bar ; anchor bar density and nonuniform coefficient of the reinforced medium; embedded anchorage layer effect; bed plate effect; weak surface effect; distortion of the bow-shaped distributed state of the anchor bar frictional resistance and initiation, formation and development of the dominant glide control plane; criteria about the displacement velocity of side-wall stability status, critical status and unstability status, and the system of ordinate analysis method, et al

d。文中提出的若干新的概念、判据和分析方法,如加固介质特征频度线;临界锚杆长度;锚杆密度及加固介质不均匀系数;嵌固层效应;垫板效应;弱面效应;锚杆&弓形&受力形态的畸变与优势滑移控制面的产生、形成和发展;边壁稳定状态、临界状态和失稳状态的位移速度判据;纵坐标系分析法等,具有一定的理论价值,并对软土工程围护设计具有指导意义。

Should it be found necessary for the Contractor to move one or more loads of Constructional Plant,machinery or pre一constructed units or parts of units of work over part of a highway or bridge,the moving whereof is likely to damage any highway or bridge unless special protection or strengthening is carried out,then the Contractor shall before moving the load on to such highway or bridge give notice to the Engineer or Engineers Representative of the weight and other particulars of the load to be moved and his proposals for protecting or strengthening the said highway or bridge.

30.2如承包人必须经部分公路或桥梁一次或多次运送建筑设备、机械或工程预制件或预制部件,如不采取特殊保护和加固措施,此种运送很可能损坏公路或桥梁,承包人运送货物通过此公路或桥梁前必须通知工程师或工程师代表,告之运送货物的重量及其他具体情况,以及其拟对上述公路或桥梁采取的保护和加固措施。

Should it be found necessary for the Contractor to move one or more loads of Constructional Plant, machinery or pre-constructed units or parts of units of work over part of a highway or bridge, the moving whereof is likely to damage any highway or bridge unless special protection or strengtheningis carried out, then the Contractor shall before moving the load on to such highway or bridge give notice to the Engineer or Engineer's Representative of the weight and other particulars of the load to be moved and his proposals for protecting or strengthening the said highway or bridge.

30.2 如承包人必需经部分公路或桥梁一次或多次运送建筑设备、机械或工程预制件或预制部件,如不采取特殊保护和加固措施,此种运送很可能损坏公路或桥梁,承包人运送货物通过此公路或桥梁前必须通知工程师或工程师代表,告之运送货物的重量及其他具体情况,以及其拟对上述公路或桥梁采取的保护和加固措施。

Should-it be found necessary for the Contractor to move one or more loads of Constructional Plant , machinery or pre-constructed units or parts of units of work over part of a highway or bridge , the moving whereof is likely to damage any highway or bridge unless special protection or strengthening is carried out , then the Contractor shall before moving the load on to such highway or bridge give notice to the Engineer or Engineer's Representative of the weight and other particulars of the load to be moved and his proposals for protecting or strengthening the said highway or bridge .

如承包人必须经部分公路或桥梁一次或多次运送建筑设备、机械或工程预制件或预制部件,如不采取特殊保护和加固措施,此种运送很可能损坏公路或桥梁,承包人运送货物通过此公路或桥梁前必须通知工程师或工程师代表,告之运送货物的重量及其他具体情况,以及其拟对上述公路或桥梁采取的保护和加固措施。

2Should it be found necessary for the Contractor to move one or more loads of Constructional Plant, machinery or pre-constructed units or parts of units of work over part of a highway or bridge, the moving whereof is likely to damage any highway or bridge unless special protection or strengthening is carried out, then the Contractor shall before moving the load on to such highway or bridge give notice to the Engineer or Engineer's Representative of the weight and other particulars of the load to be moved and his proposals for protecting or strengthening the said highway or bridge.

30.2 如承包人必需经部分公路或桥梁一次或多次运送建筑设备、机械或工程预制件或预制部件,如不采取特殊保护和加固措施,此种运送很可能损坏公路或桥梁,承包人运送货物通过此公路或桥梁前必须通知工程师或工程师代表,告之运送货物的重量及其他具体情况,以及其拟对上述公路或桥梁采取的保护和加固措施。

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