Concrete sheet pile and bank protection structure
The utility model relates to a concrete sheet pile which comprises a sheet pile body, the face, facing the water side, of the sheet pile body is arranged to be an upstream face, and the upstream face covers the width direction of the sheet pile body. The backwater side of the body extends backwards...
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creator | SONG LIANPING ZHOU WEIQI TOMIKATA MAMORU MA JIAFEI JIANG ZULIANG QIAN JIAMING |
description | The utility model relates to a concrete sheet pile which comprises a sheet pile body, the face, facing the water side, of the sheet pile body is arranged to be an upstream face, and the upstream face covers the width direction of the sheet pile body. The backwater side of the body extends backwards to form a connecting part, and the width of the connecting part is smaller than that of the upstream face. The left side face and the right side face, in the thickness direction of the sheet pile body, of the connecting part are provided with first inserting pieces and/or first inserting grooves. The utility model further relates to a bank protection structure which comprises at least one bank protection unit, each bank protection unit at least comprises two concrete sheet piles and at least one plastic steel sheet pile, and the plastic steel sheet pile is located on the rear side of the splicing position of every two adjacent concrete sheet piles. According to the structure, the mounting gaps between the adjacent |
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The backwater side of the body extends backwards to form a connecting part, and the width of the connecting part is smaller than that of the upstream face. The left side face and the right side face, in the thickness direction of the sheet pile body, of the connecting part are provided with first inserting pieces and/or first inserting grooves. The utility model further relates to a bank protection structure which comprises at least one bank protection unit, each bank protection unit at least comprises two concrete sheet piles and at least one plastic steel sheet pile, and the plastic steel sheet pile is located on the rear side of the splicing position of every two adjacent concrete sheet piles. 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The backwater side of the body extends backwards to form a connecting part, and the width of the connecting part is smaller than that of the upstream face. The left side face and the right side face, in the thickness direction of the sheet pile body, of the connecting part are provided with first inserting pieces and/or first inserting grooves. The utility model further relates to a bank protection structure which comprises at least one bank protection unit, each bank protection unit at least comprises two concrete sheet piles and at least one plastic steel sheet pile, and the plastic steel sheet pile is located on the rear side of the splicing position of every two adjacent concrete sheet piles. 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The backwater side of the body extends backwards to form a connecting part, and the width of the connecting part is smaller than that of the upstream face. The left side face and the right side face, in the thickness direction of the sheet pile body, of the connecting part are provided with first inserting pieces and/or first inserting grooves. The utility model further relates to a bank protection structure which comprises at least one bank protection unit, each bank protection unit at least comprises two concrete sheet piles and at least one plastic steel sheet pile, and the plastic steel sheet pile is located on the rear side of the splicing position of every two adjacent concrete sheet piles. According to the structure, the mounting gaps between the adjacent</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
recordid | cdi_epo_espacenet_CN221372141UU |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Concrete sheet pile and bank protection structure |
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