Patent
Wall pile frame structure
Li Wei,Zhang Peiliang,Bie Shean,Li Zengjun,Li Xun,Liu Xin,Liu Fuqiang,Liu Fengsong,Ding Wenzhi,Chen Qiang,Mi Liufang +10 more
TLDR
In this paper, the wall pile frame structure is characterized by comprising a frame and a wall pile, and a plurality of wall pile holes are formed in a front end beam and a rear end beam of the frame.Abstract:
The invention relates to a wall pile frame structure. The wall pile frame structure is characterized by comprising a frame and a wall pile. A plurality of wall pile holes are formed in a front end beam of the frame and a rear end beam of the frame; the wall pile penetrates through the wall pile hole; the frame is placed on the upper portion of the wall pile; backfill materials are arranged in the frame. The wall pile frame structure has the advantages that the wall pile frame structure is adopted by a hydraulic structure, has the advantages of a traditional pile-type structure which is strong in foundation adaptability, high in construction member prefabricating degree and easy and convenient to construct, and overcomes the defects that the pile-type structure is poor in durability and low in bearing capability. Compared with a gravity-type structure, the wall pile frame structure has the advantages of being strong in foundation adaptability. Compared with a slope-type structure, the wall pile frame structure in small in sand and gravel use amount, is particularly suitable for coastal sludge foundation costs in China such as Tianjin and Shanghai regions, and can serve as main structures of breakwater, cofferdam, dock and shore protection engineering.read more
Citations
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Patent
Novel high-pile wharf
Li Wei,Zhang Peiliang,Bie Shean,Liu Fengsong,Ding Wenzhi,Chen Qiang,Mi Liufang,He Fubo,Li Geping,Li Degang,Li Gang,Yi Zhen +11 more
TL;DR: In this paper, a high-pile platform, a pile foundation, and a wall pipe frame shore connecting structure connected with a storage yard at the back of the wharf is proposed.
Patent
Toothed plate telescopic gravity type foundation and installing method thereof
TL;DR: In this article, a toothed plate telescopic gravity type foundation and an installing method thereof are described, where a gravity type wall of the telescopic part and a beam are located in a transverse space and a longitudinal space correspondingly and fixedly connected.
References
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Patent
Pile plate composite structure
Pu Gaojun,Wang Shunhua,Liao Shaohua,Ju Meili,Liu Bo,Yougang Shi,Fu Chao,Xiulan Zhang,Yong Yuan,Anxia Li,Wang Xinshou,Shi Fang,Yushan Liu,Dongsheng Yan,Jia Chunlei,Jing Li,Zhang Maolei,Xilin Xu,Xiaodong Yang,Liu Peng,Yuanlei Huang +20 more
TL;DR: In this article, a pile plate combined structure is disclosed, which is a frame composed by a reinforced concrete pre-cast pipe pile, reinforced concrete baffle plate, and reinforced concrete longitudinal beam and a horizontal beam with jackstones or other filling materials being filled in.
Patent
Pile-bucket combined wharf structure
TL;DR: In this article, a pile-bucket combined wharf structure with a simply-supported plate is proposed to reduce the width of the pile foundation platform and construction cost of a wharf.
Patent
Pile frame structure and structure of the same
TL;DR: In this paper, a plurality of steel concrete piles are formed by installing a steel plate around an intermediate part of a steel material over a prescribed length and placing concrete between an outer surface of the steel material and an inner surface.
Patent
Wave absorbing structure breakwater using the same, and construction method of wave absorbing structure
TL;DR: In this paper, a wave-absorbing unit is formed of steel or concrete foundation piles to fix a framework structure and the framework structure 40 constituted of columns 42 provided with insertion holes to insert the foundation piles 12 and beams 44a, 44b, 46a, 46b connecting the columns 42.
Patent
Grate type prestressed tubular pile supporting structure
TL;DR: In this article, a grate type prestress tubular pile supporting structure is characterized by comprising concrete tubular piles and a crossed concrete grate, where the crossed positions of the grate are respectively provided with fixing holes for the tubular materials to pass through, and the concrete tubula piles and the crossed grate are internally provided with a steel framework, so that the prestress effect of the tubula materials can be fully utilized.