Pre-stressed anchor cable special-shaped sheet-pile wall structure
The utility model discloses a pre-stressed anchor cable special-shaped sheet-pile wall structure which comprises a plurality of special-shaped piles arranged in the extension direction of the side wall of a mountain, a breast board component arranged between every two adjacent special-shaped piles a...
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creator | LI JUNLI YIN YANQIANG XU JINGCHUAN LIAO MINXIAO LEI ZHOU LI HAIYANG ZHAO WUWEI YOU XINWANG WANG SHIQI PAN YUXIANG WANG HAO |
description | The utility model discloses a pre-stressed anchor cable special-shaped sheet-pile wall structure which comprises a plurality of special-shaped piles arranged in the extension direction of the side wall of a mountain, a breast board component arranged between every two adjacent special-shaped piles and a plurality of pre-stressed anchor cables arranged in the special-shaped piles in a penetrating mode and stretching into the mountain. The special-shaped piles comprise T-shaped cast-in-place piles and rectangular cast-in-place piles integrally formed with the T-shaped cast-in-place piles in a pouring mode, and the soil retaining plate components comprise the top soil retaining plate component, the middle soil retaining plate component and the bottom soil retaining plate component. Connecting pieces are arranged at the overlapping and splicing position of the top soil retaining plate component and the middle soil retaining plate component at the uppermost end, the overlapping and splicing position of every two a |
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The special-shaped piles comprise T-shaped cast-in-place piles and rectangular cast-in-place piles integrally formed with the T-shaped cast-in-place piles in a pouring mode, and the soil retaining plate components comprise the top soil retaining plate component, the middle soil retaining plate component and the bottom soil retaining plate component. 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The special-shaped piles comprise T-shaped cast-in-place piles and rectangular cast-in-place piles integrally formed with the T-shaped cast-in-place piles in a pouring mode, and the soil retaining plate components comprise the top soil retaining plate component, the middle soil retaining plate component and the bottom soil retaining plate component. Connecting pieces are arranged at the overlapping and splicing position of the top soil retaining plate component and the middle soil retaining plate component at the uppermost end, the overlapping and splicing position of every two a</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Pre-stressed anchor cable special-shaped sheet-pile wall structure |
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