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The Berkeley Art Museum and Pacific Film Archive: Saving a Local Landmark with an Innovative Underpinning Solution

机译:伯克利艺术博物馆和太平洋电影档案:用创新的支撑解决方案拯救当地地标

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The new home for the Berkeley Art Museum/Pacific Film Archive (BAM/PFA) combines a challenging adaptive re-use with an extensive downward and outward expansion of a 1930s-era printing press facility in the middle of downtown Berkeley, California. Degenkolb Engineers served as the Construction Means and Methods engineer on the project, working with general contractor Plant Construction, L.P. and shoring sub-contractor Condon Johnson and Associates, Inc. to help the construction team get from Point A (existing conditions) to Point B (new facility). The most challenging aspect of the project was the underpinning of the Admin Block, a three story, 20,000 square foot existing concrete structure that would be used as offices for the new museum. Programming for the new facility required up to 30 foot excavations adjacent to and beneath the existing structure, resulting in the need to underpin most of the structure and suspend it high above the construction site. Degenkolb devised a system of (18) 50-foot long W36×300 "Needle Girders" running through the building's first floor windows with threaded rods and spreader beams dropping through the first floor to cradle the building from below. The Needle Girders spanned to drilled piers flanking both sides of the building. The piers served the dual purpose of providing both gravity and lateral support to the Admin Block during construction, ensuring that the building would neither settle under its own weight nor translate laterally from differential soil pressures, nor from a wind or seismic event. Degenkolb's innovative underpinning design and associated jacking sequences allowed Plant to gently lift the Admin Block off of its existing supports, perform excavation and construction activities beneath the building, and safely set it back down on new foundations with minimal complications.
机译:伯克利艺术博物馆/太平洋电影档案馆(Bam / PFA)的新家庭结合了一个充满挑战的自适应重复使用,在加利福尼亚州伯克利市中心的20世纪30年代印刷机工厂的广泛向下和向外扩展。 Degenkolb工程师作为项目的建筑手段和方法工程师,与一般承包商工厂建设,LP和Shoring Sub-Contractor Condon Johnson And Inc。帮助建筑团队从A(现有条件)到Poix B. (新设施)。该项目中最具挑战性的方面是管理块的支撑,这是一个三层楼,200,000平方英尺的现有混凝土结构将被用作新博物馆的办事处。新设施的编程需要高达现有结构和下方的30英尺挖掘,导致需要支撑大部分结构并将其悬挂在施工现场高于施工现场。 Degenkolb设计了一种(18)50英尺长的W36×300“针梁”的系统,通过建筑的一楼窗户贯穿,带有螺纹杆和散布梁,落下一楼以从下面摇篮建筑物。针梁跨越钻孔的桥墩,侧翼两侧。桥墩提供了在​​施工过程中向管理块提供重力和横向支撑的双重目的,确保建筑物既不在其自身重量下稳定,也不会从差分土壤压力横向转化,也不是来自风或地震事件。 Degenkolb的创新的内宁设计和相关的顶层序列允许工厂轻轻地抬起现有支持,在建筑物下进行挖掘和施工活动,并安全地将其放在新的基础上,以最小的并发症。

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