CN108360454B - A kind of horizontal inclined plate permeable breakwater - Google Patents

A kind of horizontal inclined plate permeable breakwater Download PDF

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Publication number
CN108360454B
CN108360454B CN201810156309.8A CN201810156309A CN108360454B CN 108360454 B CN108360454 B CN 108360454B CN 201810156309 A CN201810156309 A CN 201810156309A CN 108360454 B CN108360454 B CN 108360454B
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horizontal plate
plate
horizontal
wave
picture peg
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CN201810156309.8A
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CN108360454A (en
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李昌良
郇筱林
蓝晓俊
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China University of Petroleum East China
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China University of Petroleum East China
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a horizontal inclined insertion plate permeable breakwater which comprises a first horizontal plate, a second horizontal plate, a first inclined insertion plate and a second inclined insertion plate, wherein the first horizontal plate is positioned above the second horizontal plate, the first horizontal plate and the second horizontal plate are supported by a buttress, the first inclined insertion plate is connected with the lower part of the first horizontal plate positioned on the upper layer, and the second inclined insertion plate is connected with the upper part of the second horizontal plate positioned on the lower layer. The invention has the advantages of reducing the wave passing rate and the wave height. Through increasing oblique picture peg, reduce the wave power effect that vertical board received, make the structure more stable.

Description

一种水平斜插板透空式防波堤A kind of horizontal inclined plate permeable breakwater

技术领域technical field

本发明属于海洋工程技术领域,涉及一种新型水平斜插板透空式防波堤。The invention belongs to the technical field of marine engineering, and relates to a novel horizontal oblique plate permeable breakwater.

背景技术Background technique

随着海洋工程向深水发展,传统形式的防波堤造价剧增,且施工难度增加。由于波浪的能量主要集中在水体上部,在水面2-3倍的波高范围内集中了90%—98%的波浪能量,因此我们通过在水面上层布置特种结构来削减波浪。因此,产生了透空式防波堤结构。由于新型透空式防波堤结构有利于内外水体的交换、对地质条件要求低、造价较低等优点受到了越来越多的关注。现在的新型防波堤结构主要有水平板透空式防波堤结构,现在防波堤结构主要有双层水平板结构和多层水平板结构。双层水平板对波浪的透过率较高,主要是使波浪破碎达到削减波浪的作用,对波浪的反射性较差,消波效果还不够好。多层水平板结构相对较复杂,成本较高。并且多层挡板透空式防波堤结构,结构复杂,竖直板受到的波浪力较大,结构易受到损坏,且建造成本高,安装困难。With the development of marine engineering to deep water, the cost of traditional breakwaters has increased sharply, and the construction difficulty has increased. Since the energy of the wave is mainly concentrated in the upper part of the water body, 90%-98% of the wave energy is concentrated in the range of 2-3 times the wave height of the water surface, so we reduce the wave by arranging special structures on the upper layer of the water surface. Therefore, a permeable breakwater structure was created. The new type of permeable breakwater structure has attracted more and more attention due to its advantages such as favorable exchange of internal and external water bodies, low requirements for geological conditions, and low construction cost. The current new breakwater structures mainly include horizontal plate permeable breakwater structures, and the current breakwater structures mainly include double-layer horizontal plate structures and multi-layer horizontal plate structures. The transmittance of the double-layer horizontal plate to the wave is high, mainly to break the wave to reduce the wave, and the reflectivity to the wave is poor, and the wave elimination effect is not good enough. The multi-layer horizontal plate structure is relatively complicated and the cost is high. In addition, the multi-layer baffle permeable breakwater structure has a complex structure, the vertical plate is subjected to a large wave force, the structure is easily damaged, and the construction cost is high and the installation is difficult.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种水平斜插板透空式防波堤,解决现有防波堤结构存在的消波效果较差、结构复杂、受力较大的问题。本发明的有益效果是能够降低波浪的通过率,减小透过波高。通过增加斜插板,减小竖直板受到的波浪力作用,使结构更加稳定。The purpose of the present invention is to provide a permeable breakwater with a horizontal inclined plate, which solves the problems of the existing breakwater structure such as poor wave absorbing effect, complex structure and large stress. The beneficial effect of the present invention is that the passing rate of waves can be reduced, and the transmitted wave height can be reduced. By adding sloping boards, the wave force on the vertical boards is reduced, and the structure is more stable.

本发明包括第一水平板、第二水平板、第一斜插板、第二斜插板,第一水平板位于第二水平板上方,第一水平板和第二水平板由支墩支撑,第一斜插板连接位于上层的第一水平板的下部,第二斜插板连接位于下层的第二水平板的上部。The invention comprises a first horizontal plate, a second horizontal plate, a first oblique inserting plate and a second oblique inserting plate, the first horizontal plate is located above the second horizontal plate, and the first horizontal plate and the second horizontal plate are supported by the buttresses, The first oblique insert plate is connected to the lower part of the first horizontal plate located on the upper layer, and the second oblique insert plate is connected to the upper part of the second horizontal plate located on the lower layer.

进一步,第一水平板和第二水平板尺寸相同,第一斜插板和第二斜插板尺寸相同。Further, the size of the first horizontal board and the second horizontal board are the same, and the size of the first inclined board and the second diagonal board are the same.

进一步,第一斜插板和第二斜插板的垂直高度为第一水平板和第二水平板间距的一半。Further, the vertical height of the first oblique inserting board and the second oblique inserting board is half of the distance between the first horizontal board and the second horizontal board.

附图说明Description of drawings

图1是本发明防波堤结构示意图;Fig. 1 is the structure schematic diagram of the breakwater of the present invention;

图2是流场分布图。Figure 2 is a flow field distribution diagram.

图中,1. 第一水平板,2. 第二水平板,3. 第一斜插板,4. 第二斜插板,5. 支墩。In the figure, 1. the first horizontal plate, 2. the second horizontal plate, 3. the first inclined plate, 4. the second inclined plate, 5. the buttress.

具体实施方式Detailed ways

下面结合具体实施方式对本发明进行详细说明。The present invention will be described in detail below with reference to specific embodiments.

本发明的新型水平斜插板透空式防波堤如图1所示,包括第一水平板1、第二水平板2、第一斜插板3、第二斜插板4,第一水平板1和第二水平板2尺寸相同,第一斜插板3和第二斜插板4尺寸相同,第一水平板1位于第二水平板2上方,第一水平板1和第二水平板2由支墩5支撑,第一斜插板3连接位于上层的第一水平板1的下部,第二斜插板4连接位于下层的第二水平板2的上部,第一斜插板3和第二斜插板4的垂直高度为第一水平板1和第二水平板2间距的一半。As shown in FIG. 1 , the novel horizontal oblique plate permeable breakwater of the present invention includes a first horizontal plate 1 , a second horizontal plate 2 , a first oblique plate 3 , a second oblique plate 4 , and a first horizontal plate 1 The same size as the second horizontal board 2, the first inclined board 3 and the second inclined board 4 are the same size, the first horizontal board 1 is located above the second horizontal board 2, and the first horizontal board 1 and the second horizontal board 2 are formed by The support pier 5 is supported, the first oblique insert plate 3 is connected to the lower part of the first horizontal plate 1 located on the upper layer, the second oblique insert plate 4 is connected to the upper part of the second horizontal plate 2 located on the lower layer, the first oblique insert plate 3 and the second The vertical height of the inclined board 4 is half of the distance between the first horizontal board 1 and the second horizontal board 2 .

本发明透空式防波堤分为上部的挡浪结构和下部的支墩5两部分。上部的挡浪结构主要用来削减波浪,从而确保港内水面平稳。下部的支墩5主要对上部的结构起到支撑作用。透空式防波堤结构上部的挡浪结构是固定的,下部的支墩5是透空的。由于下部结构透空,因此可以进行港内外水体的交换,从而可以保持港内的水质要求。图2为本发明防波堤流场分布图,这种透空式防波堤消波效果较好、能适应较深的水域、造价较低、受地质条件的影响较小、修建迅速等优点。The permeable breakwater of the present invention is divided into two parts: the upper wave blocking structure and the lower support pier 5 . The upper wave retaining structure is mainly used to cut waves, thereby ensuring a stable water surface in the harbor. The lower buttress 5 mainly supports the upper structure. The wave blocking structure at the upper part of the permeable breakwater structure is fixed, and the support pier 5 at the lower part is permeable. Since the substructure is permeable, the exchange of water bodies inside and outside the port can be carried out, so that the water quality requirements in the port can be maintained. Figure 2 is the flow field distribution diagram of the breakwater of the present invention. The permeable breakwater has the advantages of better wave elimination effect, suitable for deeper waters, lower cost, less influence by geological conditions, and rapid construction.

以上所述仅是对本发明的较佳实施方式而已,并非对本发明作任何形式上的限制,凡是依据本发明的技术实质对以上实施方式所做的任何简单修改,等同变化与修饰,均属于本发明技术方案的范围内。The above is only a preferred embodiment of the present invention, and does not limit the present invention in any form. Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention belong to the present invention. within the scope of the technical solution of the invention.

Claims (1)

1. The utility model provides a horizontal inclined insertion plate permeable breakwater which characterized in that: including first horizontal plate, the second horizontal plate, first oblique picture peg, oblique picture peg of second, first horizontal plate is located the second horizontal plate top, first horizontal plate and second horizontal plate are supported by the buttress, the lower part that is located the first horizontal plate on upper strata is connected to first oblique picture peg, the upper portion that is located the second horizontal plate of lower floor is connected to the oblique picture peg of second, first horizontal plate and second horizontal plate size are the same, first oblique picture peg and the oblique picture peg size of second are the same, the vertical height of first oblique picture peg and the oblique picture peg of second is half of first horizontal plate and second horizontal plate interval.
CN201810156309.8A 2018-02-24 2018-02-24 A kind of horizontal inclined plate permeable breakwater Expired - Fee Related CN108360454B (en)

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JPS60181410A (en) * 1984-02-27 1985-09-17 Asakawagumi:Kk Floating wave dissipating embankment
ITBO20060754A1 (en) * 2006-11-06 2008-05-07 Maccaferri Spa Off STRUCTURE OF REDUCTION OF WAVE MOTION
KR101104030B1 (en) * 2009-08-12 2012-01-06 삼성중공업 주식회사 Floating breakwater
KR101554872B1 (en) * 2015-04-03 2015-09-22 주식회사 스틸플라워 floating breakwater
CN205688393U (en) * 2016-06-21 2016-11-16 河海大学 A kind of novel combination type breakwater
CN106522155A (en) * 2016-10-31 2017-03-22 天津港航工程有限公司 Wave-dissipating water-permeable breakwater

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