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A sheet pile quay wall structure with reinforced rib beams and wave mitigation measures

A technology for strengthening ribs and rib beams, which is applied in water conservancy projects, sea area projects, buildings, etc., can solve the problems that the sheet pile wall structure cannot adapt to the needs of large-scale and deep-water transformation, achieve a clear structure load transfer mechanism, and improve stability , Improve the effect of material utilization

Inactive Publication Date: 2016-04-13
HOHAI UNIV
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  • Claims
  • Application Information

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Problems solved by technology

[0004] In order to solve the above technical problems, the present invention provides a sheet pile bank structure with reinforced rib beams and wave-dissipating measures, which solves the problem that the existing sheet pile bank structure cannot meet the needs of large-scale and deep-water transformation

Method used

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  • A sheet pile quay wall structure with reinforced rib beams and wave mitigation measures
  • A sheet pile quay wall structure with reinforced rib beams and wave mitigation measures
  • A sheet pile quay wall structure with reinforced rib beams and wave mitigation measures

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Embodiment Construction

[0018] The present invention will be further described below in conjunction with the accompanying drawings. The following examples are only used to illustrate the technical solution of the present invention more clearly, but not to limit the protection scope of the present invention.

[0019] Such as figure 1 As shown, a sheet pile bank structure with reinforced rib beams and wave dissipation measures includes a front sheet pile wall 1 whose lower end is set in the foundation soil 7 on the sea side and an anchor wall 2 whose lower end is set in the foundation soil 8 on the land side. Several tie rods 3 are arranged between the sheet pile wall 1 and the anchorage wall 2 .

[0020] Due to the different foundation soil heights on both sides of the front sheet pile wall 1, the land side foundation soil 8 produces earth pressure loads on the front sheet pile wall 1. In order to meet the safety and functional requirements of the structure, without increasing the front sheet Under ...

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Abstract

The invention discloses a sheet pile quay wall structure with reinforced rib beams and wave dissipating measures. The sheet pile quay wall structure comprises a front sheet pile wall and an anchored wall, wherein the lower end of the front sheet pile wall is arranged in seaside foundation soil; the lower end of the anchored wall is arranged in land side foundation soil; a plurality of connected pull rods are arranged between the front sheet pile wall and the anchored wall; a plurality of front sheet pile wall reinforced rib beams are arranged on the wall surface, facing the seaside, of the front sheet pile wall; an transparent barrier board is arranged between every two front sheet pile wall reinforced rib beams; a plurality of anchored wall reinforced rib beams are arranged on the wall surface, facing the land side, of the anchored wall. According to the sheet pile quay wall structure disclosed by the invention, according to the force-bearing characteristics, the front sheet pile wall reinforced rib beams are arranged on the tension side of the front sheet pile wall, and the anchored wall reinforced rib beams are arranged on the tension side of the anchored wall; on the premise that the thickness of the front sheet pile wall and the thickness of the anchored wall are not increased, the horizontal bending resistance is improved; meanwhile, the performance of materials is fully utilized, and the utilization rate of the materials is improved.

Description

technical field [0001] The invention relates to a sheet pile shore wall structure, in particular to a sheet pile shore wall structure with reinforced rib beams and wave dissipation measures. Background technique [0002] Sheet pile wharf is one of the three major types of wharf structure. It has the characteristics of fast construction speed, short construction period and low cost. It is widely used in our country. The sheet pile wharf is composed of the front sheet pile wall, anchorage wall and tie rods, and mainly relies on the front sheet pile wall to bear the earth pressure generated by the different soil heights on both sides of the sea and land. Limited to the section size of the front sheet pile wall, most of the current sheet pile piers are small and medium-sized piers. With the development of our country's economy, there is an urgent need to build larger tonnage wharves and to carry out large-scale and deep-water transformation of existing wharves. Since the inter...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/08
CPCE02B3/066
Inventor 谭慧明陈佳梅涛涛王中付惠姣
Owner HOHAI UNIV
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