CN208869996U - A kind of flood control river levee structure of river corner - Google Patents
A kind of flood control river levee structure of river corner Download PDFInfo
- Publication number
- CN208869996U CN208869996U CN201821643688.5U CN201821643688U CN208869996U CN 208869996 U CN208869996 U CN 208869996U CN 201821643688 U CN201821643688 U CN 201821643688U CN 208869996 U CN208869996 U CN 208869996U
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- Prior art keywords
- river
- river levee
- water fender
- metal
- flood control
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 71
- 239000002184 metal Substances 0.000 claims abstract description 49
- 229910052751 metal Inorganic materials 0.000 claims abstract description 49
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims description 17
- 238000004873 anchoring Methods 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 4
- 230000009977 dual effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 4
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 229910010293 ceramic material Inorganic materials 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
A kind of flood control river levee structure of river corner, bury flood control ruggedized construction in it in advance when building the river levee of river corner, the flood control ruggedized construction includes buried at least two metal anchor connection bars in river levee, one end of these metal anchor connection bars is welded and fixed with the water fender being embedded on river levee inclination upstream face, the other end is provided with metal retaining ring, and the vertical hole being connected to each metal retaining ring is provided on river levee, after being inserted into anchor rod in the vertical hole, the bottom of anchor rod passes through metal retaining ring.The utility model passes through when river levee is built and constructs, flood control ruggedized construction is buried i.e. in it, since the water fender of the flood control ruggedized construction is on river levee upstream face, and the metal anchor connection bar by being embedded in river levee is fixed, to effectively prevent it to be washed away by flood, and water flow is prevented to wash away river levee.
Description
Technical field
The utility model relates to the river levee in water conservancy projects field, specifically a kind of flood control river of river corner
Embankment structure.
Background technique
The river levee of Water Resources Domain build aspect, when there is river turn, the river levee of turning section be by river degradation most
Serious location.And when river turning section appears in urban district or villages and small towns, it the natural calamities such as rises suddenly and sharply, can lead once rainwater occurs
The water in river is caused to increase severely, it is easy to cover river levee, the life and composition of estate to the resident that borders on the river threaten.
Utility model content
In order to solve the problems, such as that river washes away serious and injures when water rises suddenly and sharply two sides of bordering on the river to corner river levee
The problem of security of the lives and property of resident, the utility model provide a kind of flood control river levee structure of river corner.The flood control
River levee structure adequately protects to river levee using water fender, greatly reduces and washes away to river levee, while on the top of water fender
Fixed connecting base is arranged in portion, rises suddenly and sharply once water occurs, then only needs preprepared extension water fender being inserted into fixation
In attachment base, it can quickly increase the height of river levee, then be aided with the objects such as other sandbags, can reinforce and increase in the shortest time
River levee prevents flooding of rivers.
Technical solutions adopted by the utility model to solve the above technical problems are as follows: a kind of flood control river of river corner
Embankment structure, flood control ruggedized construction is buried when building the river levee of river corner in it in advance, which includes
Buried at least two metal anchor connection bars in river levee, one end of these metal anchor connection bars be embedded river levee inclination meet
Water fender on the water surface is welded and fixed, and the other end is provided with metal retaining ring, and is provided on river levee and fixes with each metal
The vertical hole of ring connection, after being inserted into anchor rod in the vertical hole, the bottom of anchor rod passes through metal retaining ring；The water blocking
The upper end of plate is provided with fixed connecting base, which is located at the top of river levee, and offers extend along river levee thereon
The slot in direction extends water fender by being inserted into the slot, temporarily to improve the height of river levee, the extension in flood
The back side of water fender is provided with the blend stop along river levee extending direction, and is formed between blend stop and extension water fender and block anchor rod
Top angle, to be supported using anchor rod to water fender is extended.
A kind of improvement project of the utility model is that the height of the metal retaining ring is greater than the straight of metal anchor connection bar
Diameter, to form anchoring boss in the junction of the two.
Another improvement project of the utility model is that the connection of metal anchor connection bar is crossed in the water fender lower end
Point.
Another improvement project of the utility model is that the metal anchor connection bar is arranged along river levee extending direction,
And it is consistent in the height direction.
A kind of preferred embodiment of the utility model is that the water fender is spliced by muti-piece metal plate, every block of gold
Belong to plate and be respectively arranged with the rectangle gap and rectangle inserted block matched along the two sides of river levee extending direction, by two pieces of metal plates
Rectangle gap and the mating of rectangle inserted block are spliced to form water fender.
Another preferred embodiment of the utility model is that L-shaped metal is distributed on the upstream face of the water fender
Wave can be greatly lowered to the souring of water fender in Wave-dissipating block.
Another preferred embodiment of the utility model is that the bottom for extending water fender is provided with to be extended along river levee
The grafting item in direction, and when the bottom for extending water fender is inserted into the slot on fixed connecting base, grafting item is inserted into this
In the strip groove of slot bottom, dual be plugged and fixed is realized.
Another preferred embodiment of the utility model is, the blend stop is perpendicular to extending water fender, and anchor rod
Top is surrounded by inclined-plane II, horizontal plane and inclined-plane I, and inclined-plane II and inclined-plane I are bonded fixation with extension water fender and blend stop respectively,
Meanwhile right angled triangle cavity is surrounded between horizontal plane, extension water fender and blend stop.
Compared with prior art, the utility model has the following beneficial effects:
1) by when river levee is built and constructs, i.e., flood control ruggedized construction being buried in it, due to the flood control ruggedized construction
Water fender is on river levee upstream face, and the metal anchor connection bar by being embedded in river levee is fixed, thus effectively
It prevents it from being washed away by flood, and water flow is prevented to wash away river levee；
2) it by the way that fixed connecting base is arranged at the top of water fender, rises suddenly and sharply, is then only needed prior standard once water occurs
The extension water fender got ready is inserted into fixed connecting base, can quickly increase the height of river levee, then be aided with other sandbags etc.
Object can be reinforced in the shortest time and increase river levee, prevent flooding of rivers from causing disaster.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of water fender；
Fig. 3 is fixed connecting base and the connection schematic diagram for extending water fender；
Fig. 4 is anchor rod to the support schematic diagram for extending water fender；
Appended drawing reference: 1, river levee, 101, vertical hole, 2, water fender, 201, metal Wave-dissipating block, 202, rectangle inserted block, 203,
Rectangle gap, 3, metal anchor connection bar, 301, metal retaining ring, 4, fixed connecting base, 5, extension water fender, 501, blend stop,
502, grafting item, 6, anchor rod, 601, horizontal plane, 602, inclined-plane I, 603, inclined-plane II.
Specific embodiment
Technical solution of the present invention is further elaborated and is illustrated combined with specific embodiments below.
Embodiment 1
As shown in Figs 1-4, the flood control river levee structure of a kind of river corner, it is pre- when building the river levee 1 of river corner
Flood control ruggedized construction is first buried in it, which includes buried at least two metal anchor connections in river levee 1
Bar 3, one end of these metal anchor connection bars 3 are welded and fixed with the water fender 2 being embedded on the inclination upstream face of river levee 1, water blocking
Plate 2 is preferably made of metal, naturally it is also possible to it is made of ceramic material, the other end is provided with metal retaining ring 301, and
The vertical hole 101 being connected to each metal retaining ring 301 is provided on river levee 1, the depth of the vertical hole 101 is solid more than metal
Determine the height of ring 301, after being inserted into anchor rod 6 in the vertical hole 101, the bottom of anchor rod 6 passes through metal retaining ring 301；
The upper end of the water fender 2 is provided with fixed connecting base 4, which is located at the top of river levee 1, and opens up thereon
There is the slot along 1 extending direction of river levee, extend water fender 5 by being inserted into the slot, temporarily to improve river levee 1 in flood
Height, the back side for extending water fender 5 is provided with the blend stop 501 along 1 extending direction of river levee, and blend stop 501 and extends
It is formed between water fender 5 and blocks 6 top angle of anchor rod, to be supported using 6 pairs of extension water fenders 5 of anchor rod.
The above are the basic embodiments of the utility model, can be further optimized and limit on the basis of above, from
And obtain following embodiment:
Embodiment 2
The present embodiment is further limiting to embodiment 1, and structure is same as Example 1, and difference is, the metal
The height of fixed ring 301 is greater than the diameter of metal anchor connection bar 3, to form anchoring boss in the junction of the two.
Embodiment 3
The present embodiment is further limiting to embodiment 1, and structure is same as Example 1, and difference is, the water blocking
Cross the tie point of metal anchor connection bar 3 in 2 lower end of plate.
Embodiment 4
The present embodiment is further limiting to embodiment 1, and structure is same as Example 1, and difference is, the gold
Belong to anchor connection bar 3 to arrange along 1 extending direction of river levee, and consistent in the height direction.
Embodiment 5
The present embodiment is to a kind of Optimal improvements scheme of embodiment 1, and structure is same as Example 1, and difference is, institute
It states water fender 2 to be spliced by muti-piece metal plate, every piece of metal plate is respectively arranged with along the two sides of 1 extending direction of river levee and matches
Rectangle gap 203 and rectangle inserted block 202, pass through the mating of rectangle gap 203 on two pieces of metal plates and rectangle inserted block 202
It is spliced to form water fender 2.
Embodiment 6
The present embodiment is to another Optimal improvements scheme of embodiment 1, and structure is same as Example 1, and difference is,
L-shaped metal Wave-dissipating block 201 is distributed on the upstream face of the water fender 2, wave rushing to water fender 2 can be greatly lowered
Brush effect.
Embodiment 7
The present embodiment is to another Optimal improvements scheme of embodiment 1, and structure is same as Example 1, and difference is,
The bottom for extending water fender 5 is provided with the grafting item 502 along 1 extending direction of river levee, and inserts in the bottom for extending water fender 5
When entering into the slot on fixed connecting base 4, grafting item 502 is inserted into the strip groove of the slot bottom, realizes dual grafting
It is fixed.
Embodiment 8
The present embodiment is to another Optimal improvements scheme of embodiment 1, and structure is same as Example 1, and difference is,
The blend stop 501 is perpendicular to extension water fender 5, and the top of anchor rod 6 is enclosed by inclined-plane II 603, horizontal plane 601 and inclined-plane I 602
At, and inclined-plane II 603 and inclined-plane I 602 are bonded fixation with extension water fender 5 and blend stop 501 respectively, meanwhile, horizontal plane 601 prolongs
It stretches and surrounds right angled triangle cavity between water fender 5 and blend stop 501.
Claims (8)
1. a kind of flood control river levee structure of river corner is buried in it in advance when building river levee (1) of river corner
Flood control ruggedized construction, it is characterised in that: the flood control ruggedized construction includes buried at least two metal anchor connections in river levee (1)
Bar (3), one end of these metal anchor connection bars (3) and water fender (2) welding being embedded on river levee (1) inclination upstream face are solid
Fixed, the other end is provided with metal retaining ring (301), and is provided on river levee (1) and is connected to each metal retaining ring (301)
Vertical hole (101), after insertion anchor rod (6) in the vertical hole (101), the bottom of anchor rod (6) passes through metal retaining ring
(301)；The upper end of the water fender (2) is provided with fixed connecting base (4), which is located at the top of river levee (1)
Portion, and the slot along river levee (1) extending direction is offered thereon, extend water fender (5) by being inserted into the slot, in flood
Water temporarily improves the height of river levee (1), and the back side for extending water fender (5) is provided with along river levee (1) extending direction
Blend stop (501), and formed between blend stop (501) and extension water fender (5) and block anchor rod (6) top angle, to utilize anchoring
Bar (6) is supported to water fender (5) are extended.
2. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the metal is fixed
The height of ring (301) is greater than the diameter of metal anchor connection bar (3), to form anchoring boss in the junction of the two.
3. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the water fender
(2) tie point of metal anchor connection bar (3) is crossed in lower end.
4. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the metal anchors
Extension bar (3) are connected along the arrangement of river levee (1) extending direction, and in the height direction unanimously.
5. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the water fender
(2) it is spliced by muti-piece metal plate, every piece of metal plate is respectively arranged with the square matched along the two sides of river levee (1) extending direction
Shape gap (203) and rectangle inserted block (202) pass through the grafting of rectangle gap (203) and rectangle inserted block (202) on two pieces of metal plates
Cooperation is spliced to form water fender (2).
6. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the water fender
(2) L-shaped metal Wave-dissipating block (201) is distributed on upstream face.
7. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the extension water blocking
The bottom of plate (5) is provided with the grafting item (502) along river levee (1) extending direction, and is inserted into the bottom for extending water fender (5)
When in the slot on fixed connecting base (4), grafting item (502) is inserted into the strip groove of the slot bottom, realizes dual grafting
It is fixed.
8. a kind of flood control river levee structure of river corner according to claim 1, it is characterised in that: the blend stop
(501) perpendicular to extension water fender (5), and the top of anchor rod (6) is by inclined-plane II (603), horizontal plane (601) and inclined-plane I
(602) it surrounds, and inclined-plane II (603) and inclined-plane I (602) are bonded fixation with extension water fender (5) and blend stop (501) respectively, together
When, right angled triangle cavity is surrounded between horizontal plane (601), extension water fender (5) and blend stop (501).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821643688.5U CN208869996U (en) | 2018-10-11 | 2018-10-11 | A kind of flood control river levee structure of river corner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821643688.5U CN208869996U (en) | 2018-10-11 | 2018-10-11 | A kind of flood control river levee structure of river corner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208869996U true CN208869996U (en) | 2019-05-17 |
Family
ID=66469902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821643688.5U Expired - Fee Related CN208869996U (en) | 2018-10-11 | 2018-10-11 | A kind of flood control river levee structure of river corner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208869996U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485373A (en) * | 2019-09-11 | 2019-11-22 | 江苏禹王水利建设工程有限公司 | A kind of protection slope device |
| CN111877255A (en) * | 2020-06-23 | 2020-11-03 | 顾斌 | Erosion prevention protection device for river channel corners |
-
2018
- 2018-10-11 CN CN201821643688.5U patent/CN208869996U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485373A (en) * | 2019-09-11 | 2019-11-22 | 江苏禹王水利建设工程有限公司 | A kind of protection slope device |
| CN110485373B (en) * | 2019-09-11 | 2021-02-26 | 江苏禹王水利建设工程有限公司 | Hydraulic engineering bank protection device |
| CN111877255A (en) * | 2020-06-23 | 2020-11-03 | 顾斌 | Erosion prevention protection device for river channel corners |
| CN111877255B (en) * | 2020-06-23 | 2022-05-06 | 青岛水建集团有限公司 | Erosion prevention protection device for river channel corners |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 |