CN206486869U - A kind of new bulwark - Google Patents
A kind of new bulwark Download PDFInfo
- Publication number
- CN206486869U CN206486869U CN201720160506.8U CN201720160506U CN206486869U CN 206486869 U CN206486869 U CN 206486869U CN 201720160506 U CN201720160506 U CN 201720160506U CN 206486869 U CN206486869 U CN 206486869U
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- wall
- river
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Abstract
The utility model discloses a kind of new bulwark, including trapezoidal wall, the wall is arranged at the top of dykes and dams, the wall borders on the river face for vertical plane, back side is inclined-plane, the border on the river bottom position in face of the wall is provided with two steel wire buffer subsystems for stacking, the wall border on the river face centre position be provided with medicining wave structure, the medicining wave structure is the integral type honeycomb structure combined by the plastic tube of several up/down perforations, and the wall borders on the river the waveproof cover of the tip position provided with the semicircular arc that Open Side Down in face.The utility model is provided with the three layers of unrestrained measure that disappears, and wave resistance effect is notable.
Description
Technical field
The utility model is related to hydraulic engineering technical field, and in particular to a kind of new bulwark.
Background technology
To prevent wave crosses dam crest from typically setting bulwark in dam crest, but existing bulwark wave resistance wave absorbing effect is not
It is good, when wave collides wall, the very high spray and water smoke is often splash, under wind action, the spray and water smoke still can
Wall top is crossed, detrimental effect is brought to environment behind dam.
Utility model content
The purpose of this utility model is to overcome the above-mentioned problems in the prior art to disappear unrestrained wave resistance effect there is provided one kind
Significant new bulwark.
To realize above-mentioned technical purpose and the technique effect, the utility model is to be achieved through the following technical solutions
's:
A kind of new bulwark, including trapezoidal wall, the wall are arranged at the top of dykes and dams, and the wall face of bordering on the river is
Vertical plane, back side is inclined-plane, and the border on the river bottom position in face of the wall is provided with two steel wire buffer subsystems for stacking, the wall
Border on the river face centre position be provided with medicining wave structure, the medicining wave structure is combined by the plastic tube of several up/down perforations
Integral type honeycomb structure, the wall borders on the river the waveproof cover of the tip position provided with the semicircular arc that Open Side Down in face.
Further, the wall is formed using concreting, and internally connects dykes and dams provided with reinforced steel.
The beneficial effects of the utility model are:The utility model is novel in design, simple in construction, by the steel wire for setting bottom
Buffer subsystem is disappeared wave first, set in the middle of the waveproof cover that carries out at the top of the secondary wave that disappears, setting of medicining wave structure disappear for three times
Wave, when the waves are smaller steel wire buffer subsystem be just enough to tackle, when wave is slightly larger, through steel wire buffer subsystem current continue rise
Into medicining wave structure, current convert kinetic energy into gravitional force in the plastic tube of medicining wave structure, then flow back still further below, and disappear wave
Structure effectively can be suppressed and buffered to wave, prevent from splashing the spray and water smoke, when wave is very big, water directly to
On go out medicining wave structure, finally enter the waveproof cover of semicircular arc, under the blocking of waveproof cover and downwards backflow, the utility model
The unrestrained wave resistance effect that disappears significantly, is worthy to be popularized.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, make required for being described below to embodiment
Accompanying drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present utility model,
For those of ordinary skill in the art, on the premise of not paying creative work, it can also be obtained according to these accompanying drawings
Other accompanying drawings.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model medicining wave structure;
In accompanying drawing, the list of parts representated by each label is as follows:
1- walls, 2- steel wire buffer subsystems, 3- medicining wave structures, 4- waveproof covers, 5- reinforced steels.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
The accompanying drawing that face will be combined in the utility model embodiment, is carried out clear, complete to the technical scheme in the utility model embodiment
Ground is described, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole embodiments.Base
Embodiment in the utility model, the institute that those of ordinary skill in the art are obtained under the premise of creative work is not made
There are other embodiments, belong to the scope of the utility model protection.
As shown in Figure 1 and Figure 2, the utility model is a kind of new bulwark, including trapezoidal wall 1, the wall 1 is set
Put at the top of dykes and dams, the wall 1 borders on the river face for vertical plane, and back side is inclined-plane, the border on the river bottom position in face of the wall 1 is set
There are two steel wire stacked buffer subsystems 2, the border on the river centre position in face of the wall 1 is provided with medicining wave structure 3, the medicining wave structure 3
It is the integral type honeycomb structure combined by the plastic tube of several up/down perforations, the wall 1 borders on the river the tip position in face
Waveproof cover 4 provided with the semicircular arc that Open Side Down.
Further, the wall 1 is formed using concreting, and internally connects dykes and dams provided with reinforced steel 5.
The utility model is disappeared wave first by setting the steel wire buffer subsystem 2 of bottom, set in the middle of medicining wave structure 3 enter
Waveproof cover 4 at the top of the secondary wave that disappears of row, setting carries out three waves that disappear, and steel wire buffer subsystem 2 is just enough to tackle when the waves are smaller, when
When wave is slightly larger, the current through steel wire buffer subsystem 2 continue to ascend into medicining wave structure 3, plastic tube of the current in medicining wave structure 3
In convert kinetic energy into gravitional force, then flow back still further below, it is gentle that medicining wave structure 3 effectively can carry out compacting to wave
Punching, prevents from splashing the spray and water smoke, when wave is very big, water goes out medicining wave structure 3 directly up, finally enters semicircular arc
Waveproof cover 4, under the blocking of waveproof cover 4 but downwards backflow.
The utility model preferred embodiment disclosed above is only intended to help and illustrates the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, it is only described embodiment that the utility model is not limited yet.Obviously, according to this theory
The content of bright book, can make many modifications and variations.This specification is chosen and specifically describes these embodiments, is in order to preferably
Principle of the present utility model and practical application are explained, so that skilled artisan can be best understood by and utilize this
Utility model.The utility model is only limited by claims and its four corner and equivalent.
Claims (2)
1. a kind of new bulwark, including trapezoidal wall (1), the wall (1) are arranged at the top of dykes and dams, it is characterised in that:
The wall (1) borders on the river face for vertical plane, and back side is inclined-plane, and the border on the river bottom position in face of the wall (1) is folded provided with two
The steel wire buffer subsystem (2) put, the wall (1) border on the river face centre position be provided with medicining wave structure (3), the medicining wave structure (3)
The integral type honeycomb structure combined by the plastic tube of several up/down perforations, the wall (1) border on the river face top position
Install the waveproof cover (4) for the semicircular arc that Open Side Down.
2. a kind of new bulwark according to claim 1, it is characterised in that:The wall (1) uses concreting
Form, and internally connect dykes and dams provided with reinforced steel (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720160506.8U CN206486869U (en) | 2017-02-22 | 2017-02-22 | A kind of new bulwark |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720160506.8U CN206486869U (en) | 2017-02-22 | 2017-02-22 | A kind of new bulwark |
Publications (1)
Publication Number | Publication Date |
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CN206486869U true CN206486869U (en) | 2017-09-12 |
Family
ID=59764845
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CN201720160506.8U Expired - Fee Related CN206486869U (en) | 2017-02-22 | 2017-02-22 | A kind of new bulwark |
Country Status (1)
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CN (1) | CN206486869U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107642067A (en) * | 2017-10-12 | 2018-01-30 | 合肥学院 | A kind of civil engineering bulwark |
CN107858996A (en) * | 2017-11-04 | 2018-03-30 | 李景春 | A kind of noise reduction wave wall structure |
CN113279374A (en) * | 2021-05-20 | 2021-08-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Rockfill dam top earthquake-resistant wave-resistant structure and construction method |
-
2017
- 2017-02-22 CN CN201720160506.8U patent/CN206486869U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107642067A (en) * | 2017-10-12 | 2018-01-30 | 合肥学院 | A kind of civil engineering bulwark |
CN107858996A (en) * | 2017-11-04 | 2018-03-30 | 李景春 | A kind of noise reduction wave wall structure |
CN113279374A (en) * | 2021-05-20 | 2021-08-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Rockfill dam top earthquake-resistant wave-resistant structure and construction method |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170912 Termination date: 20180222 |