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CARRAIZO DAM SPILLWAY GATE REHABILITATION TRUNNION BRACKET AND ANCHOR BOLT REPLACMENT

机译:Carraizo Dam Spillway门康复耳状架和锚螺栓更换

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Carraizo Dam is owned and operated by the Puerto Rico Aqueduct and Sewer Authority (PRASA). The dam was constructed for the primary purpose of supplying water to the San Juan metropolitan area. The dam, which was completed in 1954, is a concrete gravity structure and includes eight spillway bays with radial arm or "tainter" gates. During Hurricane Hugo in September 1989, the reservoir overtopped the spillway tainter gates by approximately 4 meters. The gates remained closed during this event due to the loss of power to operate the gates and an inoperable emergency generator. The dam and gates survived this loading without failure, which is testimony to the soundness of the original design and construction. In June of 1998, several gate members were damaged when the associated hoists attempted to lower the gates beyond the fully closed position, causing excessive load on the end of the chains fastened to the top of the gates. Rehabilitation work on Gate No. 3 began in August of 1998. The original scope of work was to replace approximately half of the gate. A detailed inspection of the gate was performed in October of 1998. The extent of corrosion during the inspection was found to be more extensive than originally anticipated. Soon after, a decision was made to stop the rehabilitation work and replace all eight gates, due to the severe deterioration. The design of the new gates has been completed and replacement of all gates is scheduled to be complete in 2003. This paper will discuss the unique design and construction issues associated with replacement of the 50-year old tainter gates, specifically, evaluation and rehabilitation of the trunnion brackets and anchor bolts.
机译:Carraizo大坝由波多黎各渡槽和下水道权威(Prasa)拥有和运营。该大坝是为向圣胡安大都市区供水的主要目的。该大坝于1954年完成,是一种混凝土重力结构,包括八个溢洪道湾,径向臂或“淘汰赛”。在1989年9月飓风雨果期间,水库将溢洪道彻底盖特盖上约4米。由于电源损失和不可操作的紧急发生器,盖茨在此事件中保持关闭。大坝和盖茨在没有失败的情况下幸存下来,这是对原始设计和施工的健全性的证词。 1998年6月,当相关的升降机试图降低完全关闭位置之外的闸门时,几个闸工被损坏,导致将链条的末端紧固到门顶部的过度负载。 1998年8月开始的第3号门的康复工作。原始工作范围是取代大约一半的大门。大门的详细检查是在1998年10月进行的。发现检查过程中的腐蚀程度比最初预期更广泛。不久之后,由于严重恶化,决定停止康复工作并取代所有八个盖茨。新盖茨的设计已经完成并更换所有门,计划于2003年完成。本文将讨论与更换50岁的彻底大门,具体,评估和康复相关的独特设计和施工问题耳轴括号和锚螺栓。

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