CN103215916A - Wave-dissipating cavity - Google Patents
Wave-dissipating cavity Download PDFInfo
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- CN103215916A CN103215916A CN2013101296840A CN201310129684A CN103215916A CN 103215916 A CN103215916 A CN 103215916A CN 2013101296840 A CN2013101296840 A CN 2013101296840A CN 201310129684 A CN201310129684 A CN 201310129684A CN 103215916 A CN103215916 A CN 103215916A
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Abstract
The invention discloses a wave-dissipating cavity which belongs to the technical field of wave-dissipating and wave-resisting components. The wave-dissipating cavity is characterized by comprising a wave-resisting vertical plate, a platform plate and a wave-dissipating plate, wherein the platform plate is horizontally arranged; the wave-resisting vertical plate is vertically and fixedly arranged on the top close to the water side of a wave-resisting wall; one end of the platform plate is connected with the top of the wave-resisting vertical plate; the other end of the platform plate is connected with the wave-resisting plate; and the wave-resisting vertical plate, the platform plate and the wave-dissipating plate form a P-shaped cavity body with a lower-opening shaped section shape. By adopting the technical scheme, the wave-dissipating cavity integrateswave-resisting with wave-dissipating, so that an embankment top can be lowered; the wave-resisting components (for example a fence) can be reduced on the outside slope surface, so that the embankment engineering quantity can be reduced, and therefore, the economic benefits are considerable. Besides, the wave-dissipating cavity can be used for lowering the height of the wave-resisting wall and improving a landscape effect.
Description
Technical field
The present invention relates to the wave resistance unrestrained component technology field that disappears, particularly a kind of unrestrained cavity that disappears.
Background technology
China is an ocean big country, has very long coastline, in the construction of sea wall, in order to reduce the sea wall height, usually at levee crown arranged outside wave wall; Wave resistance, the wave that disappears are the important contents of sea wall design.
Because natural climax billow can not entirely accurate be predicted, in case occur surpassing the design standard situation, tends to the inner slope that destroys by rush of water, and causes sea wall to burst.And design will prevent surpassing the design standard situation, and then crest level need be very high, or wave wall needs very high; Sea wall is most of to be built on soft foundation, and crest level is provided with De Taigao, and soft foundation often is difficult to bear, and can increase the treatment of soft foundation expense greatly, strengthens construction investment.
Present way is member such as the domatic employing fence wave that disappears, and the dike shoulder is provided with the wave wall wave resistance.But wave wall is wave resistance negatively, and by the wave that wave wall stops, under the effect of wind and follow-up wave, major part also can be crossed the wall top, all brings adverse influence to environment behind embankment safety and the dike.If adopt the thorough wave resistance of wave wall, wave wall certainly will be very high, and so not only construction costs is big, and blocked the dialogue in people and sea and hydrophilic, influences view.
In sum, at existing wave resistance the disappear deficiency and the defective of unrestrained technology, need a kind of novel wave resistance unrestrained member that disappears especially, to solve the above-mentioned technical problem of mentioning.
Summary of the invention
The object of the present invention is to provide a kind of integrate wave resistance disappear the wave the unrestrained cavity that disappears.
Technical problem solved by the invention can realize by the following technical solutions:
Unrestrained cavity disappears, it is characterized in that, comprise wave resistance riser, horizontally disposed landing slab and wave eliminating board, described wave resistance riser is vertically fixed on wave wall side roof part near water, described landing slab one end is connected with wave resistance riser top, the other end is connected with wave eliminating board, and described wave resistance riser, landing slab and wave eliminating board constitute the P shape cavity body that a section configuration is a lower openings.
In a preferred embodiment of the invention, described wave eliminating board comprises a vertical panel that is connected with the landing slab end and is arranged on the vertical panel bottom and has the arc in the unrestrained hole that disappears.
In a preferred embodiment of the invention, the unrestrained hole that disappears on the described arc is a quincuncial arrangement, and the gross area in the unrestrained hole that disappears is 30%～50% of a described wave eliminating board.
In a preferred embodiment of the invention, described wave resistance riser by bolt anchoring at wave wall side roof part near water.
In a preferred embodiment of the invention, described landing slab is provided with flower bed, and described flower bed bottom is provided with drain hole.
In a preferred embodiment of the invention, described wave resistance riser, landing slab and wave eliminating board all adopt thermoplastic composite injection molded.
Owing to adopted above technical scheme, the present invention integrates the wave resistance wave that disappears, and makes levee crown to reduce, and outer side slope can reduce the unrestrained member (as fence) that disappears, and the dyke building amount can reduce, and economic benefit is considerable; Can reduce the wave wall height, improve landscape effect.
Description of drawings
In order to be illustrated more clearly in the embodiment of the invention or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, accompanying drawing in describing below only is some embodiments of the present invention, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation of a kind of specific embodiment of the present invention.
Fig. 2 is the working state schematic representation of a kind of specific embodiment of the present invention.
Fig. 3 is the structural representation of the another kind of specific embodiment of the present invention.
The specific embodiment
For technological means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, further set forth the present invention below in conjunction with concrete diagram.
Referring to shown in Figure 1, the unrestrained cavity that disappears comprises wave resistance riser 1, landing slab 2 and wave eliminating board 3, wave resistance riser 1, landing slab 2 and wave eliminating board 3 are by thermoplastic composite, at high temperature by design size, the segmentation injection moulding processes, have intensity height, advantage such as in light weight, section length is so that carrying and installation is advisable, and two is intersegmental with flat mouthful of butt joint; Landing slab 2 is fixed on wave resistance riser 1 top side near water, and wave eliminating board 3 is fixed on landing slab 2 side bottom near water, and it is the P shape cavity body of lower openings 13 that wave resistance riser 1, landing slab 2 and wave eliminating board 3 constitute a section configuration.
The height of wave resistance riser 1, opening 13 width of landing slab 2 should be selected according to actual conditions, and pouring in of wave should be satisfied apart from sloping top minimum range in opening 13 bottoms.According to calculating position and the diameter of determining bolt hole 7, adopt bolt 8 anchorage styles on the wave resistance riser 1, the present invention can be used for newly-built wave wall; For building wave wall, when not satisfying design standard maybe needs improve design standard, can adopt and set up the unrestrained cavity that disappears and renovate, need not remove reconstruction, can all reclaim, regenerate to after date according to service life, the minimizing discarded object is to the pollution of environment.
Referring to shown in Figure 3, in another one embodiment of the present invention, at the top of landing slab 2 flower bed 11 is installed, the bottom of flower bed 11 offers drain hole 12, other structure catches up with that to state embodiment the same, have wave resistance at the unrestrained cavity that guaranteed to disappear like this and disappearing on the function of wave, also having the function of serike, not only beautifying but also practical.
Operating principle of the present invention is as follows:
Referring to shown in Figure 2, this unrestrained cavity that disappears is anchored at wave wall 9 side near water on the bank protection 10 by stainless steel bolt 8, thus wave wall 9 is converted to wave resistance and disappears wave in one, pouring in of wave should be satisfied apart from sloping top minimum range in opening 13 bottoms.Landing slab of the present invention 2 outside 90 ° of turnovers form the capping type wave resistances, unlike traditional wave wall wave resistance passively, have reduced the height of wave wall 9 when having increased the wave resistance effect.When the wave that surpasses crest level, after being blocked by wave wall 9 and the unrestrained cavity that disappears, pour in the unrestrained cavity that disappears, collision impact has been eliminated part kinetic energy mutually; And wave has been given a reverse impact to follow-up wave in the process that falls, and has reduced the disappear active force of unrestrained cavity of follow-up sea beat, so circulation, thus reach the disappear purpose of wave of wave resistance; The setting in unrestrained hole 6 of the disappearing wave that both can disappear also can alleviate the weight of wave eliminating board 3, has also increased the wave resistance effect simultaneously.
More than show and described basic principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.
Claims (6)
1. unrestrained cavity disappears, it is characterized in that, comprise wave resistance riser, horizontally disposed landing slab and wave eliminating board, described wave resistance riser is vertically fixed on wave wall side roof part near water, described landing slab one end is connected with wave resistance riser top, the other end is connected with wave eliminating board, and described wave resistance riser, landing slab and wave eliminating board constitute the P shape cavity body that a section configuration is a lower openings.
2. the unrestrained cavity that disappears as claimed in claim 1 is characterized in that, described wave eliminating board comprises a vertical panel that is connected with the landing slab end and is arranged on the vertical panel bottom and has the arc in the unrestrained hole that disappears.
3. the unrestrained cavity that disappears as claimed in claim 2 is characterized in that, the unrestrained hole that disappears on the described arc is a quincuncial arrangement, and the gross area in the unrestrained hole that disappears is 30%～50% of a described wave eliminating board.
4. the unrestrained cavity that disappears described in each claim of claim 1 to 3 is characterized in that, described wave resistance riser by bolt anchoring at wave wall side roof part near water.
5. the unrestrained cavity that disappears described in each claim of claim 1 to 3 is characterized in that described landing slab is provided with flower bed, and described flower bed bottom is provided with drain hole.
6. the unrestrained cavity that disappears described in each claim of claim 1 to 3 is characterized in that, described wave resistance riser, landing slab and wave eliminating board all adopt thermoplastic composite injection molded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310129684.0A CN103215916B (en) | 2013-04-15 | 2013-04-15 | Disappear unrestrained cavity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310129684.0A CN103215916B (en) | 2013-04-15 | 2013-04-15 | Disappear unrestrained cavity |
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| Publication Number | Publication Date |
|---|---|
| CN103215916A true CN103215916A (en) | 2013-07-24 |
| CN103215916B CN103215916B (en) | 2015-11-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310129684.0A Active CN103215916B (en) | 2013-04-15 | 2013-04-15 | Disappear unrestrained cavity |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012954A (en) * | 2015-08-18 | 2016-10-12 | 上海河口海岸科学研究中心 | Wave wall structure beneficial for stress reducing and wave overtopping rate decreasing |
| CN106544986A (en) * | 2016-10-18 | 2017-03-29 | 重庆大学 | The reinforcement means of the high polymer grouting of Corallium Japonicum Kishinouye skerries airport shore protection, flexible shore protection |
| CN107587476A (en) * | 2017-09-04 | 2018-01-16 | 浙江省水利河口研究院 | A kind of wave wall and its design and construction method provided with prefabricated anti-arc eagle mouth structure |
| CN107858997A (en) * | 2017-11-09 | 2018-03-30 | 厦门理工学院 | A kind of floating breakwater for having wave-energy power generation and sea drift garbage reclamation function concurrently |
| CN108301323A (en) * | 2018-03-29 | 2018-07-20 | 中交公路长大桥建设国家工程研究中心有限公司 | The bridge floor wave resistance anticollision barrier of Oversea bridge |
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN110318367A (en) * | 2019-05-23 | 2019-10-11 | 中交第三航务工程勘察设计院有限公司 | A kind of novel revetment structure |
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| JPS6221916A (en) * | 1985-07-18 | 1987-01-30 | Mitsui Eng & Shipbuild Co Ltd | Breakwater device |
| CN2856163Y (en) * | 2005-11-04 | 2007-01-10 | 许英良 | Wave suppress buoyancy float |
| CN102619189A (en) * | 2012-03-09 | 2012-08-01 | 河海大学 | Wave wall structure with movable manger board |
| CN102828490A (en) * | 2012-09-22 | 2012-12-19 | 中国海洋大学 | Separated wharf wave dissipation wall |
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2013
- 2013-04-15 CN CN201310129684.0A patent/CN103215916B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6221916A (en) * | 1985-07-18 | 1987-01-30 | Mitsui Eng & Shipbuild Co Ltd | Breakwater device |
| CN2856163Y (en) * | 2005-11-04 | 2007-01-10 | 许英良 | Wave suppress buoyancy float |
| CN102619189A (en) * | 2012-03-09 | 2012-08-01 | 河海大学 | Wave wall structure with movable manger board |
| CN102828490A (en) * | 2012-09-22 | 2012-12-19 | 中国海洋大学 | Separated wharf wave dissipation wall |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012954A (en) * | 2015-08-18 | 2016-10-12 | 上海河口海岸科学研究中心 | Wave wall structure beneficial for stress reducing and wave overtopping rate decreasing |
| CN106012954B (en) * | 2015-08-18 | 2018-03-23 | 上海河口海岸科学研究中心 | It is a kind of to be beneficial to reduce stress and the wave wall structure of overtopping wave |
| CN106544986A (en) * | 2016-10-18 | 2017-03-29 | 重庆大学 | The reinforcement means of the high polymer grouting of Corallium Japonicum Kishinouye skerries airport shore protection, flexible shore protection |
| CN106544986B (en) * | 2016-10-18 | 2018-12-18 | 重庆大学 | The reinforcement means of the high polymer grouting of coral skerries airport shore protection, flexible shore protection |
| CN107587476A (en) * | 2017-09-04 | 2018-01-16 | 浙江省水利河口研究院 | A kind of wave wall and its design and construction method provided with prefabricated anti-arc eagle mouth structure |
| CN107587476B (en) * | 2017-09-04 | 2023-02-14 | 浙江省水利河口研究院 | Wave-blocking wall with prefabricated reverse arc olecranon structure and design and construction method thereof |
| CN107858997A (en) * | 2017-11-09 | 2018-03-30 | 厦门理工学院 | A kind of floating breakwater for having wave-energy power generation and sea drift garbage reclamation function concurrently |
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN108301323A (en) * | 2018-03-29 | 2018-07-20 | 中交公路长大桥建设国家工程研究中心有限公司 | The bridge floor wave resistance anticollision barrier of Oversea bridge |
| CN108301323B (en) * | 2018-03-29 | 2023-08-22 | 中交公路长大桥建设国家工程研究中心有限公司 | Bridge deck wave-proof anti-collision guardrail of cross-sea bridge |
| CN110318367A (en) * | 2019-05-23 | 2019-10-11 | 中交第三航务工程勘察设计院有限公司 | A kind of novel revetment structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103215916B (en) | 2015-11-04 |
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