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STEMMERS RUN STEEL SHEET PILE COFFERDAM AND TRESTLE ACROSS THE BACK RIVER

机译:Sempmers在后河上运行钢板围脚围框和塔

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摘要

Project documents and permits for construction of the Stemmers Run Relief Wastewater Force Main across the Back River in Baltimore County, Maryland specified a minimal width, sheet pile cofferdam and pile supported, work trestle approximately 518 m long. The contractor combined the unpractically narrow cofferdam and trestle structures to minimize wetland disturbance and maximize access. The resulting structure was a braced, sheet pile cofferdam with timber deck mats as the work trestle for excavation, pipe installation, and backfill. Construction of this cofferdam/trestle progressed from the north shoreline, toward the south shoreline, to the two-thirds point of the structure. Then, working northward, the contractor excavated, installed the 1372 mm diameter pipe and support bents and backfilled the trench in increments of approximately 18.3 m. As the pipe installation progressed toward the north, the sheet piling and timber deck were removed. As sufficient materials were removed, the contractor began the process anew from the south shoreline using the reclaimed materials. Deep, very soft silts and organic clays and an unbalanced, hydrostatic head complicated the project. Concurrent pile driving, excavating, and backfilling in successive cofferdam sections required large backhoes and crawler cranes which controlled the design of the trestle and supporting sheet piles.
机译:项目文件和允许在巴尔的摩县的后河上展开救济废水的救济救济废水势力,马里兰州的宽度,板桩围堰和桩支撑,工作椅大约518米长。承包商组合了不可思议的狭窄的围堰和Trestle结构,以最大限度地减少湿地干扰并最大限度地获得进入。由此产生的结构是一个支撑,带木材甲板作为挖掘,管道安装和回填的工程床垫。这种围堰/椅子的建设从北岸线进入南部海岸线,到了三分之二的结构。然后,向北工作,承包商挖掘,安装了1372毫米直径的管道和支撑箱,并以约18.3米的增量回填沟槽。随着管道安装进入北方,移除了纸张堆积和木材甲板。随着足够的材料被拆除,承包商使用再生材料从南岸线开始重新开始流程。深,非常柔软的淤泥和有机粘土和不平衡的,静水脊髓复杂化。连续的围堰驾驶,挖掘和回填的并发桩型部分需要大型反向铲和履带式起重机,该牵引式起重机控制了Trestle和支撑床单的设计。

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