由张拉端锚具、固定端锚具、索体、防松装置、锚垫板、锚罩、防腐油脂组成。
The utility model consists of a tensioning end anchor, a fixing end anchor, a cable, a loose prevention device, an anchor base plate, an anchor cover and anticorrosive grease.
将水平钢索与已安装在垂直钢索上的扣件连接，并在锚固端张拉。
Connect the horizontal steel cables to the fasteners already installed on the vertical steel cables and stretch it at the anchor end.
钢绞线下料时，留足端部张拉位置所必须的长度。
The preparation materials of steel strands, the enough length by end part tensioning position shall be required.
不同的连续端混凝土浇筑和后连续预应力张拉顺序会导致永久支座负弯矩区的压应力储备不同。
The cast of concrete at different end and the post-tensioning of continuous prestress make the negative bending moment section of the permanent support have different compressive stress reservation.
对张弦梁（桁架）结构的找形问题进行了深入研究，根据该类结构的受力特点，提出了分级卸载法，并应用于该类结构两端张拉施工过程的找形分析。
The problem concerning form finding of the beam(truss)string structures is studied and the method named offloading by steps is put forward in accordance with the mechanical behavior of the structures.
主梁后浇结构层与墩顶梁端湿接头浇筑顺序以及墩顶负弯矩预应力筋张拉顺序是简支变连续梁桥施工的关键工序。
The constructing procedure of the monolithic layer and the wet joints of the girders and the orders of straining the pre-stress force are the key orders of the simply supported-continuous system.
由于采用栓接连接方式，以及拉杆本身的刚度，张拉力在离张拉点较远一端衰减的很快。
Due to the form of joint and the rigidity of rod, tension descends greatly on far end.
阐述了桥梁板的施工工艺，该工艺实现了整体张拉、整体放张，使钢绞线逐根受力均匀，施工速度快，能保证梁端的质量。
This technology realizes integral tension and relaxation to ensure the homogeneous deformation of steel cable, so that the construction speed is enhanced and the quality of beam end is ensured.
阐述了桥梁板的施工工艺，该工艺实现了整体张拉、整体放张，使钢绞线逐根受力均匀，施工速度快，能保证梁端的质量。
This technology realizes integral tension and relaxation to ensure the homogeneous deformation of steel cable, so that the construction speed is enhanced and the quality of beam end is ensured.
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