CN111851401A - The wave-absorbing structure of the pool wall applied in the wave-making system - Google Patents

The wave-absorbing structure of the pool wall applied in the wave-making system Download PDF

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CN111851401A
CN111851401A CN202010906968.6A CN202010906968A CN111851401A CN 111851401 A CN111851401 A CN 111851401A CN 202010906968 A CN202010906968 A CN 202010906968A CN 111851401 A CN111851401 A CN 111851401A
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wave
absorbing
support frame
sponge layer
pool
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CN111851401B (en
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陈俊
邢方亮
王磊
徐奕蒙
丘瑾炜
郭泽斌
王天奕
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Pearl River Hydraulic Research Institute of PRWRC
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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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • E02B1/02Hydraulic models
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M10/00Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels

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Abstract

本发明涉及波浪模拟的技术领域,公开了运用在造波系统的水池墙壁消波结构,包括支撑架、碎石层、第一海绵层、多个消波管道,波浪朝向支撑架推进时,首先与碎石层接触,碎石层对波浪起到破碎作用,波浪拍打在碎石层上,从整体被破碎为小股的波浪,并消耗波浪的能量,破碎后的波浪再经过第一海绵层,进一步消耗波浪的能量;消波管道具有入水口和出水口,入水口抵接第一海绵层,出水口竖直朝下,从第一海绵层流出的水流大部分直接从入水口进入消波管道,从消波管道的出水口朝下流出,波浪经过消波结构的多次能量消耗,最终回到水池中,避免波浪与水池墙壁直接碰撞产生反射波,可以有效提高波浪模拟实验的精确度。

Figure 202010906968

The invention relates to the technical field of wave simulation, and discloses a wave-absorbing structure for a pool wall used in a wave-making system, comprising a support frame, a gravel layer, a first sponge layer, and a plurality of wave-absorbing pipes. In contact with the gravel layer, the gravel layer has a breaking effect on the waves. The waves hit the gravel layer and are broken into small waves from the whole, and consume the energy of the waves. The broken waves pass through the first sponge layer. , to further consume the energy of the wave; the wave-absorbing pipe has a water inlet and a water outlet, the water inlet abuts the first sponge layer, the water outlet is vertically downward, and most of the water flow out of the first sponge layer directly enters the wave elimination from the water inlet The pipeline flows downward from the outlet of the wave-absorbing pipe, and the waves pass through the energy consumption of the wave-absorbing structure for many times, and finally return to the pool, avoiding the direct collision between the waves and the wall of the pool to generate reflected waves, which can effectively improve the accuracy of wave simulation experiments. .

Figure 202010906968

Description

运用在造波系统的水池墙壁消波结构The wave-absorbing structure of the pool wall applied in the wave-making system

技术领域technical field

本发明专利涉及波浪模拟的技术领域,具体而言,涉及运用在造波系统的水池墙壁消波结构。The patent of the present invention relates to the technical field of wave simulation, in particular, to the wave-absorbing structure of the pool wall used in the wave-making system.

背景技术Background technique

由于波浪和水流是海洋工程、海岸工程和港口工程中的主要荷载,因此在海洋、海岸和港口工程的规划、设计和施工中都需要了解波浪的作用。目前了解波浪荷载的常用方法有现场观测、物理模型试验和数值模拟3种。Since waves and currents are the main loads in marine, coastal and port engineering, there is a need to understand the role of waves in the planning, design and construction of marine, coastal and port engineering. At present, there are three common methods to understand the wave load: field observation, physical model test and numerical simulation.

到目前为止,有些实际问题不能单纯用数学分析方法去解决,现场观测也很难实现,因此在实验水槽或港池中模拟波浪和海流,可以为海洋工程、港口海岸工程和水工结构的设计、科研、使用条件提供可靠依据。So far, some practical problems cannot be solved simply by mathematical analysis methods, and it is difficult to realize on-site observation. Therefore, simulating waves and currents in experimental tanks or harbors can be used for the design of marine engineering, port and coastal engineering and hydraulic structures. , scientific research, and conditions of use to provide a reliable basis.

在实验水槽或港池中模拟波浪和海流,水池内的直立墙会使波浪产生反射,反射波在造波板和边界之间往复运动,形成二次和多次反射波,这些反射波与入射波相互干扰、相互叠加,形成非常复杂的波系,反射波会对波浪模拟实验的精度造成不良影响。Simulate waves and ocean currents in an experimental tank or harbour. The upright walls in the tank will reflect the waves, and the reflected waves will reciprocate between the wave-making plate and the boundary, forming secondary and multiple reflected waves, which are different from the incident waves. Waves interfere with each other and superimpose each other to form a very complex wave system. The reflected waves will have a negative impact on the accuracy of wave simulation experiments.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供运用在造波系统的水池墙壁消波结构,旨在解决现有技术中,波浪模拟实验中由于水池的直立墙产生反射波的问题。The purpose of the present invention is to provide a wave-absorbing structure for a pool wall used in a wave-making system, aiming to solve the problem of reflected waves generated by the upright wall of the pool in the wave simulation experiment in the prior art.

本发明是这样实现的,运用在造波系统的水池墙壁消波结构,包括支撑架、碎石层、第一海绵层、多个消波管道,所述支撑架的底端朝下延伸形成多个固定部,所述固定部与水池的底面呈固定布置,所述支撑架的背部抵接水池墙壁,所述支撑架的顶端与水池的上边沿高度相等,所述支撑架的两侧面呈直角三角形,所述支撑架具有朝向水池中央的斜面,所述斜面朝上倾斜,所述碎石层设置在所述斜面上,所述第一海绵层设置在所述碎石层之下,且贴合所述碎石层,所述碎石层、第一海绵层均与所述斜面呈平行布置,所述消波管道固定在所述支撑架上,且所述消波管道处于所述第一海绵层的下方,多个所述消波管道呈并列布置,所述消波管道具有入水口和出水口,所述入水口抵接所述第一海绵层,所述出水口竖直朝下。The present invention is realized in this way, the wave-absorbing structure of the pool wall used in the wave-making system includes a support frame, a crushed stone layer, a first sponge layer, and a plurality of wave-absorbing pipes, and the bottom end of the support frame extends downward to form multiple a fixed part, the fixed part and the bottom surface of the pool are in a fixed arrangement, the back of the support frame is abutting against the wall of the pool, the top of the support frame is the same height as the upper edge of the pool, and the two sides of the support frame are at right angles triangular, the support frame has an inclined surface facing the center of the pool, the inclined surface is inclined upward, the crushed stone layer is arranged on the inclined surface, the first sponge layer is arranged under the crushed stone layer, and is attached to the In combination with the crushed stone layer, the crushed stone layer and the first sponge layer are arranged in parallel with the inclined plane, the wave absorbing pipe is fixed on the support frame, and the wave absorbing pipe is in the first Below the sponge layer, a plurality of the wave absorbing pipes are arranged in parallel, the wave absorbing pipes have a water inlet and a water outlet, the water inlet abuts the first sponge layer, and the water outlet faces vertically downward.

进一步地,所述消波管道包括出水段和多个入水段,所述入水段的上端具有所述入水口,所述出水段的下端具有所述出水口,多个所述入水段的下端均与所述出水段的上端相连通,多个所述入水段呈上下间隔布置。Further, the wave elimination pipe includes a water outlet section and a plurality of water inlet sections, the upper end of the water inlet section has the water inlet, the lower end of the water outlet section has the water outlet, and the lower ends of the plurality of water inlet sections are It is communicated with the upper end of the water outlet section, and a plurality of the water inlet sections are arranged at intervals up and down.

进一步地,所述入水段的内径自上而下逐渐减小。Further, the inner diameter of the water inlet section gradually decreases from top to bottom.

进一步地,所述出水段的外周具有多个第一消波孔,多个所述第一消波孔均匀分布在所述出水段的外周面。Further, the outer periphery of the water outlet section has a plurality of first wave absorbing holes, and the plurality of first wave absorbing holes are evenly distributed on the outer peripheral surface of the water outlet section.

进一步地,所述支撑架的底部安装有底板,所述底板上均匀分布有多个第二消波孔,所述底板的上端面铺设有第二海绵层,所述出水口朝下正对所述第二海绵层。Further, a bottom plate is installed on the bottom of the support frame, a plurality of second wave-absorbing holes are evenly distributed on the bottom plate, a second sponge layer is laid on the upper end surface of the bottom plate, and the water outlet is facing downward. the second sponge layer.

进一步地,所述支撑架的背部安装有背板,所述背板上均匀分布有多个第三消波孔,所述背板的内侧面铺设有第三海绵层。Further, a back plate is installed on the back of the support frame, a plurality of third wave absorbing holes are evenly distributed on the back plate, and a third sponge layer is laid on the inner side of the back plate.

进一步地,所述第一海绵层、第二海绵层、第三海绵层均由多层海绵叠合形成。Further, the first sponge layer, the second sponge layer, and the third sponge layer are all formed by stacking multiple layers of sponges.

进一步地,所述碎石层包括网框和碎石料,所述网框固定在所述支撑架的斜面上,所述碎石料装在所述网框中,所述网框的网孔内径小于所述碎石料的直径。Further, the crushed stone layer includes a mesh frame and crushed stone material, the mesh frame is fixed on the inclined surface of the support frame, the crushed stone material is installed in the mesh frame, and the mesh of the mesh frame is The inner diameter is smaller than the diameter of the crushed stone.

进一步地,所述网框的材料为硬质塑料。Further, the material of the screen frame is rigid plastic.

进一步地,所述支撑架的斜面与地面之间的夹角小于45°。Further, the included angle between the inclined plane of the support frame and the ground is less than 45°.

与现有技术相比,本发明提供的运用在造波系统的水池墙壁消波结构,支撑架的底端朝下延伸形成多个固定部,固定部与水池的底面呈固定布置,支撑架的背部抵接水池墙壁,使得支撑架被固定,避免被波浪冲击而移动,支撑架的顶端与水池的上边沿高度相等,使得消波结构覆盖水池的整个墙壁面,防止部分波浪越过支撑架的上方与水池墙壁接触而产生反射波;支撑架的两侧面呈直角三角形,支撑架具有朝向水池中央的斜面,斜面朝上倾斜,碎石层设置在斜面上,第一海绵层设置在碎石层之下,且贴合碎石层,碎石层、第一海绵层均与斜面呈平行布置,波浪朝向支撑架推进时,首先与碎石层接触,碎石层对波浪起到破碎作用,波浪拍打在碎石层上,从整体被破碎为小股的波浪,并消耗波浪的能量,减小其产生反射波的可能性,破碎后的波浪再经过第一海绵层,被第一海绵层吸收缓冲,进一步消耗波浪的能量;消波管道固定在支撑架上,且消波管道处于第一海绵层的下方,多个消波管道呈并列布置,消波管道具有入水口和出水口,入水口抵接第一海绵层,出水口竖直朝下,从第一海绵层流出的水流大部分直接从入水口进入消波管道,从消波管道的出水口朝下流出,在消波管道中流动的水流再次消耗能量,最终回到水池,波浪经过消波结构的多次能量消耗,最终回到水池中,避免波浪与水池墙壁直接碰撞产生反射波,可以有效提高波浪模拟实验的精确度。Compared with the prior art, in the wave-absorbing structure of the pool wall used in the wave-making system provided by the present invention, the bottom end of the support frame extends downward to form a plurality of fixing parts, the fixing parts and the bottom surface of the pool are fixedly arranged, and the support frame is arranged in a fixed manner. The back is abutted against the wall of the pool, so that the support frame is fixed to avoid being moved by the impact of waves. The top of the support frame is the same height as the upper edge of the pool, so that the wave-absorbing structure covers the entire wall surface of the pool and prevents some waves from going over the top of the support frame. Contact with the pool wall produces reflected waves; the two sides of the support frame are right-angled triangles, the support frame has an inclined surface facing the center of the pool, the inclined surface is inclined upward, the gravel layer is arranged on the slope, and the first sponge layer is arranged on the gravel layer. The crushed stone layer and the first sponge layer are arranged in parallel with the inclined plane. When the wave advances toward the support frame, it first contacts the crushed stone layer. On the gravel layer, the whole is broken into small waves, and the energy of the waves is consumed to reduce the possibility of reflected waves. The broken waves pass through the first sponge layer and are absorbed and buffered by the first sponge layer. , to further consume the energy of the wave; the wave-absorbing pipe is fixed on the support frame, and the wave-absorbing pipe is located under the first sponge layer, and multiple wave-absorbing pipes are arranged in parallel. The wave-absorbing pipe has a water inlet and a water outlet, and the water inlet Connected to the first sponge layer, the water outlet is vertically downward, most of the water flowing out from the first sponge layer directly enters the wave-absorbing pipe from the water inlet, and flows downward from the water outlet of the wave-absorbing pipe, and flows in the wave-absorbing pipe. The water flow consumes energy again and finally returns to the pool. The wave passes through the energy consumption of the wave-absorbing structure for many times, and finally returns to the pool to avoid the direct collision between the wave and the pool wall to generate reflected waves, which can effectively improve the accuracy of the wave simulation experiment.

附图说明Description of drawings

图1是本发明的运用在造波系统的水池墙壁消波结构的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the wave-absorbing structure of the pool wall applied in the wave-making system of the present invention;

图2是消波结构的左视剖切图;Fig. 2 is the left side sectional view of the wave absorbing structure;

图3是网框的俯视图。Fig. 3 is a top view of the screen frame.

具体实施方式Detailed ways

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.

以下结合具体实施例对本发明的实现进行详细的描述。The implementation of the present invention will be described in detail below with reference to specific embodiments.

本实施例的附图中相同或相似的标号对应相同或相似的部件;在本发明的描述中,需要理解的是,若有术语“上”、“下”、“左”、“右”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此附图中描述位置关系的用语仅用于示例性说明,不能理解为对本专利的限制,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。The same or similar numbers in the drawings of this embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there are terms such as "upper", "lower", "left", "right", etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must have a specific orientation or a specific orientation. structure and operation, so the terms describing the positional relationship in the accompanying drawings are only used for exemplary illustration, and should not be construed as a limitation on this patent, and those of ordinary skill in the art can understand the specific meanings of the above terms according to specific situations.

参照图1-3所示,为本发明提供的较佳实施例。Referring to Figures 1-3, it is a preferred embodiment provided by the present invention.

本实施例提供的运用在造波系统的水池墙壁消波结构,可以用于水池波浪模拟实验,当然,其也可以用于其它场合的波浪模拟,不仅限制于本实施例中的运用。The wave-absorbing structure of the pool wall used in the wave-making system provided in this embodiment can be used in a pool wave simulation experiment. Of course, it can also be used for wave simulation in other occasions, and is not limited to the application in this embodiment.

运用在造波系统的水池墙壁消波结构,包括支撑架11、碎石层12、第一海绵层13、多个消波管道14,支撑架11的底端朝下延伸形成多个固定部15,固定部15与水池的底面呈固定布置,支撑架11的背部抵接水池墙壁,支撑架11的顶端与水池的上边沿高度相等,支撑架11的两侧面呈直角三角形,支撑架11具有朝向水池中央的斜面,斜面朝上倾斜,碎石层12设置在斜面上,第一海绵层13设置在碎石层12之下,且贴合碎石层12,碎石层12、第一海绵层13均与斜面呈平行布置,消波管道14固定在支撑架11上,且消波管道14处于第一海绵层13的下方,多个消波管道14呈并列布置,消波管道14具有入水口和出水口,入水口抵接第一海绵层13,出水口竖直朝下。The wave-absorbing structure of the pool wall used in the wave-making system includes a support frame 11, a gravel layer 12, a first sponge layer 13, and a plurality of wave-absorbing pipes 14. The bottom end of the support frame 11 extends downward to form a plurality of fixed parts 15. , the fixed part 15 and the bottom surface of the pool are in a fixed arrangement, the back of the support frame 11 abuts against the wall of the pool, the top of the support frame 11 is the same height as the upper edge of the pool, the two sides of the support frame 11 are right-angled triangles, and the support frame 11 has a direction The slope in the center of the pool, the slope is inclined upward, the gravel layer 12 is arranged on the slope, the first sponge layer 13 is arranged under the gravel layer 12, and fits the gravel layer 12, the gravel layer 12, the first sponge layer 13 are arranged in parallel with the inclined plane, the wave absorbing pipe 14 is fixed on the support frame 11, and the wave absorbing pipe 14 is located under the first sponge layer 13, the plurality of wave absorbing pipes 14 are arranged in parallel, and the wave absorbing pipe 14 has a water inlet and the water outlet, the water inlet abuts the first sponge layer 13, and the water outlet faces vertically downward.

上述的运用在造波系统的水池墙壁消波结构,支撑架11的底端朝下延伸形成多个固定部15,固定部15与水池的底面呈固定布置,支撑架11的背部抵接水池墙壁,使得支撑架11被固定,避免被波浪冲击而移动,支撑架11的顶端与水池的上边沿高度相等,使得消波结构覆盖水池的整个墙壁面,防止部分波浪越过支撑架11的上方与水池墙壁接触而产生反射波;支撑架11的两侧面呈直角三角形,支撑架11具有朝向水池中央的斜面,斜面朝上倾斜,碎石层12设置在斜面上,第一海绵层13设置在碎石层12之下,且贴合碎石层12,碎石层12、第一海绵层13均与斜面呈平行布置,波浪朝向支撑架11推进时,首先与碎石层12接触,碎石层12对波浪起到破碎作用,波浪拍打在碎石层12上,从整体被破碎为小股的波浪,并消耗波浪的能量,减小其产生反射波的可能性,破碎后的波浪再经过第一海绵层13,被第一海绵层13吸收缓冲,进一步消耗波浪的能量;消波管道14固定在支撑架11上,且消波管道14处于第一海绵层13的下方,多个消波管道14呈并列布置,消波管道14具有入水口和出水口,入水口抵接第一海绵层13,出水口竖直朝下,从第一海绵层13流出的水流大部分直接从入水口进入消波管道14,从消波管道14的出水口朝下流出,在消波管道14中流动的水流再次消耗能量,最终回到水池,波浪经过消波结构的多次能量消耗,最终回到水池中,避免波浪与水池墙壁直接碰撞产生反射波,可以有效提高波浪模拟实验的精确度。In the above-mentioned wave-absorbing structure of the pool wall used in the wave-making system, the bottom end of the support frame 11 extends downward to form a plurality of fixing parts 15, the fixing parts 15 are fixedly arranged with the bottom surface of the pool, and the back of the support frame 11 abuts against the pool wall , so that the support frame 11 is fixed to avoid being moved by the impact of waves, and the top of the support frame 11 is the same height as the upper edge of the pool, so that the wave-absorbing structure covers the entire wall surface of the pool, preventing some waves from passing over the top of the support frame 11 and the pool. The wall contacts to generate reflected waves; the two sides of the support frame 11 are right-angled triangles, the support frame 11 has an inclined surface facing the center of the pool, the inclined surface is inclined upward, the gravel layer 12 is arranged on the inclined surface, and the first sponge layer 13 is arranged on the gravel Below the layer 12, and is attached to the gravel layer 12, the gravel layer 12 and the first sponge layer 13 are arranged in parallel with the inclined plane. It has a breaking effect on the waves. The waves hit the gravel layer 12 and are broken into small waves from the whole, and consume the energy of the waves to reduce the possibility of reflected waves. The broken waves pass through the first wave. The sponge layer 13 is absorbed and buffered by the first sponge layer 13, and further consumes the energy of the waves; the wave-absorbing pipe 14 is fixed on the support frame 11, and the wave-absorbing pipe 14 is located under the first sponge layer 13, and a plurality of wave-absorbing pipes 14 Arranged side by side, the wave absorbing pipe 14 has a water inlet and a water outlet, the water inlet abuts the first sponge layer 13, the water outlet is vertically downward, and most of the water flow from the first sponge layer 13 directly enters the wave absorbing through the water inlet. The pipe 14 flows downward from the water outlet of the wave absorbing pipe 14, and the water flowing in the wave absorbing pipe 14 consumes energy again, and finally returns to the pool. Avoid direct collision between waves and pool walls to generate reflected waves, which can effectively improve the accuracy of wave simulation experiments.

消波管道14包括出水段16和多个入水段17,入水段17的上端具有入水口,出水段16的下端具有出水口,多个入水段17的下端均与出水段16的上端相连通,多个入水段17呈上下间隔布置。The wave elimination pipe 14 includes a water outlet section 16 and a plurality of water inlet sections 17. The upper end of the water inlet section 17 has a water inlet, the lower end of the water outlet section 16 has a water outlet, and the lower ends of the plurality of water inlet sections 17 are all connected with the upper end of the water outlet section 16. The plurality of water entry sections 17 are arranged at intervals up and down.

水平方向上有多个消波管道14并列布置,可以覆盖第一海绵层13水平方向上的大部分位置,竖直方向上有多个入水段17上下间隔布置,可以覆盖第一海绵层13竖直方向上的大部分位置,同一个消波管道14上的多个入水段17可以接收从第一海绵层13同一水平位置而不同高度位置流出的水流,并集中汇入同一个出水段16,再流到水池中;因此利用多个消波管道14即可接收大部分从第一海绵层13流出的水流,剩余的少部分水流直接回到水池中,能量较少,不会对实验精确度造成影响。In the horizontal direction, a plurality of wave-absorbing pipes 14 are arranged side by side, which can cover most of the position of the first sponge layer 13 in the horizontal direction. In most positions in the straight direction, the plurality of water inlet sections 17 on the same wave absorbing pipe 14 can receive the water flow flowing out from the same horizontal position of the first sponge layer 13 but at different height positions, and converge into the same water outlet section 16, Then it flows into the pool; therefore, most of the water flow from the first sponge layer 13 can be received by using multiple wave-absorbing pipes 14, and the remaining small part of the water flow directly returns to the pool, with less energy, which will not affect the accuracy of the experiment. cause an impact.

入水段17的内径自上而下逐渐减小,使得入水口尽可能开阔,可以尽量接收大部分从第一海绵层13流出的水流。The inner diameter of the water inlet section 17 gradually decreases from top to bottom, so that the water inlet is as wide as possible and can receive most of the water flow from the first sponge layer 13 as much as possible.

出水段16的外周具有多个第一消波孔18,多个第一消波孔18均匀分布在出水段16的外周面,水流流经消波管道14的出水段16时,一部分从第一消波孔18扩散流出,经过第一消波孔18的破碎作用,消耗水流中的能量。The outer circumference of the water outlet section 16 has a plurality of first wave elimination holes 18 , and the plurality of first wave elimination holes 18 are evenly distributed on the outer peripheral surface of the water outlet section 16 . The wave absorbing hole 18 diffuses out and flows out, and consumes the energy in the water flow through the crushing action of the first wave absorbing hole 18 .

支撑架11的底部安装有底板19,底板19上均匀分布有多个第二消波孔20,底板19的上端面铺设有第二海绵层21,出水口朝下正对第二海绵层21,无论是从出水段16的出水口直接流下的水流还是从第一消波孔18扩散流出的水流,都会落在第二海绵层21上,经过第二海绵层21的缓冲,再从底板19的第二消波孔20流到水池中。A bottom plate 19 is installed on the bottom of the support frame 11, a plurality of second wave-absorbing holes 20 are evenly distributed on the bottom plate 19, a second sponge layer 21 is laid on the upper end surface of the bottom plate 19, and the water outlet faces the second sponge layer 21 downward, Whether it is the water flow that flows directly from the water outlet of the water outlet section 16 or the water flow that diffuses and flows out from the first wave elimination hole 18 , it will fall on the second sponge layer 21 , be buffered by the second sponge layer 21 , and then flow out of the bottom plate 19 . The second wave breaking hole 20 flows into the pool.

支撑架11的背部安装有背板22,背板22上均匀分布有多个第三消波孔23,背板22的内侧面铺设有第三海绵层24,若是波浪比较高,部分波浪直接越过支撑架11的上方,流入支撑架11背部与水池墙壁之间,容易在水池墙壁作用下产生反射波,在这种情况下产生的反射波会冲击在背板22上,经过第三消波孔23的消波破碎,再经过第三海绵层24的缓冲,最终流入水池中,有效防止了波浪过高时反射波的发生。A back plate 22 is installed on the back of the support frame 11, a plurality of third wave-eliminating holes 23 are evenly distributed on the back plate 22, and a third sponge layer 24 is laid on the inner side of the back plate 22. If the waves are relatively high, some of the waves will directly pass over them. The top of the support frame 11 flows into the space between the back of the support frame 11 and the pool wall, and it is easy to generate reflected waves under the action of the pool wall. In this case, the reflected waves generated will impact on the back plate 22 and pass through the third wave elimination hole. 23 is broken, and then buffered by the third sponge layer 24, and finally flows into the pool, effectively preventing the occurrence of reflected waves when the waves are too high.

第一海绵层13、第二海绵层21、第三海绵层24均由多层海绵叠合形成,对水流可以起到有效的缓冲作用。The first sponge layer 13 , the second sponge layer 21 , and the third sponge layer 24 are formed by stacking multiple layers of sponges, which can effectively buffer water flow.

碎石层12包括网框和碎石料,网框固定在支撑架11的斜面上,碎石料装在网框中,网框的网孔内径小于碎石料的直径,朝向消波结构冲击的波浪首先接触碎石层12,波浪从网框的网孔进入,冲击在碎石料上,碎石料对波浪起到有效的破碎作用,同时碎石料不容易被波浪冲刷破坏,可以长期使用,减少更换的频率,也有效地保护了处于碎石层12下方的第一海绵层13,避免其直接受到冲刷。The crushed stone layer 12 includes a screen frame and crushed stone material, the screen frame is fixed on the inclined surface of the support frame 11, the crushed stone material is installed in the screen frame, and the inner diameter of the mesh of the screen frame is smaller than the diameter of the crushed stone material, which impacts the wave-absorbing structure. The wave first touches the gravel layer 12, the wave enters from the mesh of the screen frame, and impacts on the gravel material. The gravel material has an effective breaking effect on the wave. In use, the frequency of replacement is reduced, and the first sponge layer 13 under the crushed stone layer 12 is also effectively protected to prevent it from being directly washed.

网框的材料为硬质塑料,在保证强度的同时,可以防止长期泡在水中,受到侵蚀而损坏,相较于金属材料,提高了网框的使用寿命。The material of the screen frame is rigid plastic. While ensuring the strength, it can prevent long-term soaking in water and be damaged by erosion. Compared with metal materials, the service life of the screen frame is improved.

支撑架11的斜面与地面之间的夹角小于45°,具体可以是30°,避免夹角过大,波浪对消波结构造成太大的冲击力,损坏消波结构;同时增大碎石层12与波浪的接触面积,增强碎石层12对波浪的破碎效果。The included angle between the inclined plane of the support frame 11 and the ground is less than 45°, specifically 30°, to avoid that the included angle is too large, the waves will cause too much impact on the wave-absorbing structure, and the wave-absorbing structure will be damaged; The contact area between the layer 12 and the wave enhances the crushing effect of the crushed stone layer 12 on the wave.

使用过程中,多个支撑架11并排布置在水池墙壁处,可以完整覆盖整面墙壁。During use, a plurality of support frames 11 are arranged side by side at the pool wall, which can completely cover the entire wall.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.

Claims (10)

1.运用在造波系统的水池墙壁消波结构,其特征在于,包括支撑架、碎石层、第一海绵层、多个消波管道,所述支撑架的底端朝下延伸形成多个固定部,所述固定部与水池的底面呈固定布置,所述支撑架的背部抵接水池墙壁,所述支撑架的顶端与水池的上边沿高度相等,所述支撑架的两侧面呈直角三角形,所述支撑架具有朝向水池中央的斜面,所述斜面朝上倾斜,所述碎石层设置在所述斜面上,所述第一海绵层设置在所述碎石层之下,且贴合所述碎石层,所述碎石层、第一海绵层均与所述斜面呈平行布置,所述消波管道固定在所述支撑架上,且所述消波管道处于所述第一海绵层的下方,多个所述消波管道呈并列布置,所述消波管道具有入水口和出水口,所述入水口抵接所述第一海绵层,所述出水口竖直朝下。1. The wave-absorbing structure of the pool wall used in the wave-making system is characterized in that, comprising a support frame, a gravel layer, a first sponge layer, a plurality of wave-absorbing pipes, and the bottom end of the support frame extends downward to form a plurality of Fixed part, the fixed part and the bottom surface of the pool are in a fixed arrangement, the back of the support frame is abutting against the wall of the pool, the top of the support frame is the same height as the upper edge of the pool, and the two sides of the support frame are right-angled triangles , the support frame has an inclined surface facing the center of the pool, the inclined surface is inclined upward, the gravel layer is arranged on the slope, the first sponge layer is arranged under the gravel layer, and fits The crushed stone layer, the crushed stone layer and the first sponge layer are all arranged in parallel with the inclined plane, the wave absorbing pipe is fixed on the support frame, and the wave absorbing pipe is located in the first sponge. Below the layer, a plurality of the wave absorbing pipes are arranged in parallel, the wave absorbing pipes have a water inlet and a water outlet, the water inlet abuts the first sponge layer, and the water outlet is vertically downward. 2.如权利要求1所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述消波管道包括出水段和多个入水段,所述入水段的上端具有所述入水口,所述出水段的下端具有所述出水口,多个所述入水段的下端均与所述出水段的上端相连通,多个所述入水段呈上下间隔布置。2 . The wave-absorbing structure of a pool wall used in a wave-making system according to claim 1 , wherein the wave-absorbing pipe comprises a water outlet section and a plurality of water inlet sections, and the upper end of the water inlet section has the water inlet. 3 . The lower end of the water outlet section has the water outlet, the lower ends of the plurality of water inlet sections are all connected with the upper end of the water outlet section, and the plurality of water inlet sections are arranged at intervals up and down. 3.如权利要求2所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述入水段的内径自上而下逐渐减小。3 . The wave-absorbing structure for a pool wall used in a wave-making system according to claim 2 , wherein the inner diameter of the water inlet section gradually decreases from top to bottom. 4 . 4.如权利要求3所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述出水段的外周具有多个第一消波孔,多个所述第一消波孔均匀分布在所述出水段的外周面。4. The wave-absorbing structure of a pool wall used in a wave-making system according to claim 3, wherein the outer periphery of the water outlet section has a plurality of first wave-absorbing holes, and the plurality of the first wave-absorbing holes are uniform distributed on the outer peripheral surface of the water outlet section. 5.如权利要求4所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述支撑架的底部安装有底板,所述底板上均匀分布有多个第二消波孔,所述底板的上端面铺设有第二海绵层,所述出水口朝下正对所述第二海绵层。5. The wave-absorbing structure of a pool wall used in a wave-making system as claimed in claim 4, wherein a bottom plate is installed on the bottom of the support frame, and a plurality of second wave-absorbing holes are evenly distributed on the bottom plate, A second sponge layer is laid on the upper end surface of the bottom plate, and the water outlet faces downward facing the second sponge layer. 6.如权利要求5所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述支撑架的背部安装有背板,所述背板上均匀分布有多个第三消波孔,所述背板的内侧面铺设有第三海绵层。6. The wave-absorbing structure of a pool wall used in a wave-making system according to claim 5, wherein a back plate is installed on the back of the support frame, and a plurality of third wave-absorbing structures are evenly distributed on the back plate holes, and a third sponge layer is laid on the inner side of the back plate. 7.如权利要求6所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述第一海绵层、第二海绵层、第三海绵层均由多层海绵叠合形成。7 . The wave-absorbing structure for a pool wall used in a wave-making system according to claim 6 , wherein the first sponge layer, the second sponge layer, and the third sponge layer are all formed by stacking multiple layers of sponges. 8 . 8.如权利要求1-7任意一项所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述碎石层包括网框和碎石料,所述网框固定在所述支撑架的斜面上,所述碎石料装在所述网框中,所述网框的网孔内径小于所述碎石料的直径。8. The wave-absorbing structure of a pool wall used in a wave-making system according to any one of claims 1-7, wherein the gravel layer comprises a mesh frame and gravel material, and the mesh frame is fixed on the On the inclined surface of the support frame, the crushed stone is installed in the screen frame, and the inner diameter of the mesh of the screen frame is smaller than the diameter of the crushed stone. 9.如权利要求8所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述网框的材料为硬质塑料。9 . The wave-absorbing structure for a pool wall used in a wave-making system according to claim 8 , wherein the material of the mesh frame is rigid plastic. 10 . 10.如权利要求1-7任意一项所述的运用在造波系统的水池墙壁消波结构,其特征在于,所述支撑架的斜面与地面之间的夹角小于45°。10. The wave-absorbing structure for a pool wall used in a wave-making system according to any one of claims 1-7, wherein the angle between the inclined plane of the support frame and the ground is less than 45°.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113089565A (en) * 2021-03-18 2021-07-09 上海交通大学 Offshore tsunami wave simulation system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242150A (en) * 2001-02-19 2002-08-28 Nishimatsu Constr Co Ltd Wave absorbing structure
CN206189342U (en) * 2016-11-25 2017-05-24 山东大学 Subduct chain formula water tank device of wave
CN206396705U (en) * 2016-12-30 2017-08-11 黄瑞彬 A kind of retaining wall for hydraulic engineering
CN107178063A (en) * 2017-05-25 2017-09-19 山东大学 A kind of rotatable pipeline wave absorber and wave absorption method
CN209025043U (en) * 2018-10-31 2019-06-25 邵艳伟 A kind of water conservancy ecosystem wall
CN212477588U (en) * 2020-07-10 2021-02-05 珠江水利委员会珠江水利科学研究院 The wave-absorbing structure of the pool wall applied in the wave-making system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242150A (en) * 2001-02-19 2002-08-28 Nishimatsu Constr Co Ltd Wave absorbing structure
CN206189342U (en) * 2016-11-25 2017-05-24 山东大学 Subduct chain formula water tank device of wave
CN206396705U (en) * 2016-12-30 2017-08-11 黄瑞彬 A kind of retaining wall for hydraulic engineering
CN107178063A (en) * 2017-05-25 2017-09-19 山东大学 A kind of rotatable pipeline wave absorber and wave absorption method
CN209025043U (en) * 2018-10-31 2019-06-25 邵艳伟 A kind of water conservancy ecosystem wall
CN212477588U (en) * 2020-07-10 2021-02-05 珠江水利委员会珠江水利科学研究院 The wave-absorbing structure of the pool wall applied in the wave-making system

Cited By (1)

* Cited by examiner, † Cited by third party
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CN113089565A (en) * 2021-03-18 2021-07-09 上海交通大学 Offshore tsunami wave simulation system

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