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厦门嵩屿电厂煤码头大管桩内嵌岩锚杆施工工艺

Rock-Embedding Drilling Technology of Large-Sized Pipe Piles Applied to the Construction of a Coal Wharf of the Xiamen Songyu Electric Power Station
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摘要 在大管桩内定位施工嵌岩锚杆,是我省首次用来加固码头栈桥的一种可行办法。在下定位装置及锚杆施工工艺过程中,对锚杆进行抗拔试验,其抗拔力达到设计要求,说明本次施工工艺是成功的,为提高码头桥墩的抗技力,又开辟了一条新路,这无疑是很有现实意义的。 In the construction of a coal wharf of the Xiamen Songyu Electric Power Station, some rock-embedding anchor-shaped rods have been used in the construction of large-sized pipe piles by the in-location method, which is first applied to strengthen a landing stage in the wharf construction of Fujian Province. An anti-drawing test of the rock-embedding anchorshaped rods was undertaken during the construction, which showed that the anti-drawing of the rock-embedding anchor-shaped rods came up to the designing standards and the drilling technology was practical. The internal rock-embedding drilling technology can be widely used to strengthen the anti-drawing of bridge piers or an underwater foundation.
出处 《福建地质》 1998年第2期106-108,共3页 Geology of Fujian
关键词 大管桩内 嵌岩锚杆 定位装置 送杆器 栈桥加固 rock-embedding anchor-shaped rod, location device, drilling rod deliver,anti-drawing test
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