首页> 外国专利> METHOD TO ERECT BASE PIER SECTION OF CABLE TRUSS BRIDGE SPAN CABLE-STAYED GIRDER AND PILOT BEAM TO REALISE THIS METHOD

METHOD TO ERECT BASE PIER SECTION OF CABLE TRUSS BRIDGE SPAN CABLE-STAYED GIRDER AND PILOT BEAM TO REALISE THIS METHOD

机译:架设钢桁架桥跨斜拉索和引力梁的基墩截面的方法

摘要

FIELD: construction.;SUBSTANCE: method to erect a base pier section of a cable truss bridge span cable-stayed girder consists in erection of a temporary pier structure in the lower part of a pylon, assembly of span cable-stayed girder blocks on it and installation of assembly units on the pier section. Previously at the distance from the pylon a temporary bridge support is erected, a lower link is erected on the pylon, then scaffolding is fixed on the temporary support and the pylon, and a temporary pier structure is erected on them in the form of a pilot beam. By means of sliding supports it is rested with one end to a cap of the temporary support, and with the other one - onto the pylon link. Rolling tracks, support and anchor beams with an assembly device and a counterbalance are mounted on the pilot beam. Afterwards the first block of the span cable-stayed girder is lifted with the help of the assembly device and joined to the end of the pilot beam. A length comprising a span cable-stayed girder block and a pilot beam together with an assembly crane and a counterbalance is moved towards a pylon for a distance equal to the length of the mounted cable-stayed girder block. Then the assembly device is moved to a new site as resting onto the assembled cable-stayed girder block, and after assembly of the following block of the cable-stayed girder and movement of the entire length to a new site towards the pylon, the counterbalance is moved towards the pylon, and the end transverse volume block of the pilot beam is dismantled. Afterwards the process of cable-stayed girder blocks assembly is repeated. Prior to longitudinal launching of the length with two last transverse volume blocks of the pilot beam the counterbalance is dismantled, and after assembly of all blocks of the cable-stayed girder of the base pier section its ends are suspended to the pylon cap with the help of guy cables and tightened. The version is proposed to provide a pilot beam to implement the proposed method.;EFFECT: increased operational reliability.;5 cl, 11 dwg
机译:领域:建筑;实体:架设钢桁架桥跨度斜拉梁的基础桥墩部分的方法包括在塔架下部安装临时桥墩结构,在其上组装跨度斜拉梁块在码头部分安装装配单元。以前,在距塔架一定距离的地方竖立了一个临时桥梁支架,在塔架上竖立了一个下部连杆,然后将脚手架固定在该临时支架和塔架上,并以飞行员的形式在它们上竖立了一个临时墩结构。光束。通过滑动支撑,它的一端被固定在临时支撑的顶盖上,而另一端则固定在塔架连杆上。带有装配装置和配重的滚动轨道,支撑梁和锚定梁安装在导向梁上。然后,在装配装置的帮助下抬起跨度斜拉斜拉梁的第一块,并连接到导向梁的末端。包括跨度斜拉梁块和导向梁以及装配起重机和配重的长度朝着挂架移动一段距离,该距离等于已安装斜拉梁块的长度。然后,将装配设备放到组装好的斜拉梁块上,然后将其移动到新位置,然后再组装下一个斜拉梁块并将整个长度移向新的塔架,平衡重向着塔的方向移动,并拆除了导向梁的末端横向体积块。之后,重复进行斜拉梁组装过程。在用导向梁的最后两个横向体积块纵向展开长度之前,先拆除平衡重,然后在将基墩部分的斜拉梁的所有块组装好之后,借助其帮助将其端部悬挂在吊塔盖上家伙电缆并拧紧。提出该版本以提供用于实施所提出方法的导引光束。效果:增加的操作可靠性。5cl,11 dwg

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