A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large-water-head deepwater sheet pile quay wall structure
The invention relates to the field of wharf quay wall structure design, and particularly discloses a large-water-head deepwater sheet pile quay wall structure which comprises a quay wall soil retaining structure and a rear anchoring system, and the rear anchoring system comprises a horizontal anchoring structure and an inclined anchoring structure. The quay wall soil retaining structure comprises a sheet-pile wall and a breast wall on the top of the sheet-pile wall. The horizontal anchor pulling structure comprises an anchorage structure and a connecting structure connected with the breast wall. The oblique anchor pulling structure comprises a permanent pre-stressed anchor rod which is connected with the sheet-pile wall through an enclosing purlin structure; the sheet-pile wall and the breast wall are arranged on one side facing the water surface and are continuously arranged; the anchorage structure is arranged behind the bulkhead wall soil retaining structure, has a certain distance, and is connected with the breast wall through a connecting structure; the enclosing purlin structure is arranged in front of the sheet-pile wall, one end of the permanent pre-stressed anchor rod is connected with the enclosing purlin structure, and the other end of the permanent pre-stressed anchor rod is anchored in a soil layer; the section modulus and length of the sheet-pile wall can be reduced, and the manufacturing cost is saved.
本发明涉及码头岸壁结构设计领域，具体公开了一种大水位差深水板桩岸壁结构，包括岸壁挡土结构和后锚拉体系，所述后锚拉体系包括水平向拉锚结构和斜向拉锚结构。所述岸壁挡土结构包括板桩墙及其顶部的胸墙；所述水平向拉锚结构，包括锚碇结构，及与所述胸墙的连接结构；所述斜向拉锚结构，包括永久预应力锚杆，其与板桩墙通过围檩结构连接；所述板桩墙及胸墙设置在朝向水面的一侧，并连续设置；所述锚碇结构设置在岸壁挡土结构的后方，并有一定的距离，其与胸墙的连接通过连接结构；所述围檩结构设置在板桩墙的前方，所述永久预应力锚杆的一端与围檩结构相连，另一端锚固在土层内；本发明可减小板桩墙断面模量和长度，节约造价。
Large-water-head deepwater sheet pile quay wall structure
The invention relates to the field of wharf quay wall structure design, and particularly discloses a large-water-head deepwater sheet pile quay wall structure which comprises a quay wall soil retaining structure and a rear anchoring system, and the rear anchoring system comprises a horizontal anchoring structure and an inclined anchoring structure. The quay wall soil retaining structure comprises a sheet-pile wall and a breast wall on the top of the sheet-pile wall. The horizontal anchor pulling structure comprises an anchorage structure and a connecting structure connected with the breast wall. The oblique anchor pulling structure comprises a permanent pre-stressed anchor rod which is connected with the sheet-pile wall through an enclosing purlin structure; the sheet-pile wall and the breast wall are arranged on one side facing the water surface and are continuously arranged; the anchorage structure is arranged behind the bulkhead wall soil retaining structure, has a certain distance, and is connected with the breast wall through a connecting structure; the enclosing purlin structure is arranged in front of the sheet-pile wall, one end of the permanent pre-stressed anchor rod is connected with the enclosing purlin structure, and the other end of the permanent pre-stressed anchor rod is anchored in a soil layer; the section modulus and length of the sheet-pile wall can be reduced, and the manufacturing cost is saved.
本发明涉及码头岸壁结构设计领域，具体公开了一种大水位差深水板桩岸壁结构，包括岸壁挡土结构和后锚拉体系，所述后锚拉体系包括水平向拉锚结构和斜向拉锚结构。所述岸壁挡土结构包括板桩墙及其顶部的胸墙；所述水平向拉锚结构，包括锚碇结构，及与所述胸墙的连接结构；所述斜向拉锚结构，包括永久预应力锚杆，其与板桩墙通过围檩结构连接；所述板桩墙及胸墙设置在朝向水面的一侧，并连续设置；所述锚碇结构设置在岸壁挡土结构的后方，并有一定的距离，其与胸墙的连接通过连接结构；所述围檩结构设置在板桩墙的前方，所述永久预应力锚杆的一端与围檩结构相连，另一端锚固在土层内；本发明可减小板桩墙断面模量和长度，节约造价。
Large-water-head deepwater sheet pile quay wall structure
一种大水位差深水板桩岸壁结构
GAO JIAYUN (author) / LI XIAOJUN (author) / TIAN SHAOJIE (author) / ZHU YAN (author) / WANG WENHUA (author) / ZHOU JIEXIN (author) / ZHANG ZHUJUN (author) / YE ZIYAO (author) / WANG YIZHI (author)
2023-09-22
Patent
Electronic Resource
Chinese
Seismic performance of anchored sheet pile quay wall
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Seismic performance of anchored sheet pile quay wall
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