CN208733560U - A kind of shore protection safeguard structure - Google Patents
A kind of shore protection safeguard structure Download PDFInfo
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- CN208733560U CN208733560U CN201821150859.0U CN201821150859U CN208733560U CN 208733560 U CN208733560 U CN 208733560U CN 201821150859 U CN201821150859 U CN 201821150859U CN 208733560 U CN208733560 U CN 208733560U
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- reinforced concrete
- retaining walls
- concrete retaining
- slot
- shore protection
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- 239000011150 reinforced concrete Substances 0.000 claims abstract description 49
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 34
- 238000002955 isolation Methods 0.000 claims abstract description 16
- 238000010276 construction Methods 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 7
- 230000001681 protective effect Effects 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 238000005204 segregation Methods 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 12
- 241000196324 Embryophyta Species 0.000 description 9
- 239000002184 metal Substances 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000003763 carbonization Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 241001364889 Helius Species 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000005080 plant death Effects 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a kind of shore protection safeguard structures, are related to bank protection structure design field；The main points of its technical scheme are that: including bed course and the support stake for being used to support bed course, Reinforced Concrete Retaining Walls are provided on bed course, the back side of Reinforced Concrete Retaining Walls is provided with water proof structure；The top of water proof structure is fixed at the top of Reinforced Concrete Retaining Walls, and the bottom of bed course is fixed in the bottom end of water proof structure；Water proof structure includes coil waterproof layer, and waterproof isolation film is folded between coil waterproof layer and Reinforced Concrete Retaining Walls.The utility model has the advantages that improve the impervious effect of shore protection safeguard structure by setting Reinforced Concrete Retaining Walls, and in the back side of Reinforced Concrete Retaining Walls.
Description
Technical field
The utility model relates to bank protection structure design field, in particular to a kind of shore protection safeguard structure.
Background technique
Bank-protection works refers in river mouth, river, lake, coastal area, the measure for building and reinforcing is taken original bank slope, to prevent
Wave, the invasion in river, scour and soil pressure, groundwater seepage pressure effect under caused by bank slope collapse.
As shown in figure 4, existing shore protection safeguard structure includes bed course 2 and the support stake 1 for being fixed on 2 bottom of bed course, bed course 2
On be provided with multiple metal wire mesh cages 10 vertically arranged, middle stone 101 is filled in metal wire mesh cage 10.The back side of metal wire mesh cage 10 is road
Face 11, nearly water side are rivers 12, and the combination of metal wire mesh cage 10 and middle stone 101 can stop river 12, and improve road surface
The intensity of 11 structures.
It is in place of the deficiencies in the prior art, due to having gap between middle stone, when the liquid level in river goes up, river energy
Enough by the structure of the void contacts between middle stone to road surface, and road surface will lead to concrete carbonization usually by concreting
Cause pavement damage.
Utility model content
The purpose of the utility model is to provide a kind of shore protection safeguard structures, by the way that Reinforced Concrete Retaining Walls are arranged, and in steel
The back side of reinforced concrete barricade has the advantages that improve the impervious effect of shore protection safeguard structure.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of shore protection safeguard structure is provided with reinforcing bar on the bed course including bed course and the support stake for being used to support bed course
The back side of concrete guard wall, the Reinforced Concrete Retaining Walls is provided with water proof structure；The top of the water proof structure is fixed on
At the top of Reinforced Concrete Retaining Walls, the bottom of the bed course is fixed in the bottom end of the water proof structure.
By adopting the above technical scheme, Reinforced Concrete Retaining Walls can stop river, and the water surface for reducing river goes up
Shi Heliu touches the appearance of the case where road surface.Also, water proof structure can stop river, further increase reinforced concrete
Native barricade anti-seepage effect.
Further preferably are as follows: the water proof structure includes coil waterproof layer, the coil waterproof layer and the reinforced concrete
Waterproof isolation film is folded between native barricade.
By adopting the above technical scheme, waterproof isolation film has good waterproof effect, and cheap, light weight, can
Good anti-seepage effect is played to the back side of Reinforced Concrete Retaining Walls.Since waterproof isolation film thickness is smaller, made by the external world
When firmly be easy destroyed, waterproof isolation film outside paste coil waterproof layer can while improving waterproof effect,
Waterproof isolation film is protected.
Further preferably are as follows: the first link slot, the bottom of the bed course are offered at the top of the Reinforced Concrete Retaining Walls
Offer the second link slot；It is embedded into the first link slot at the top of the coil waterproof layer and waterproof isolation film, the coiled material
The bottom of waterproof layer and waterproof isolation film is embedded into second link slot.
By adopting the above technical scheme, the fixed effect of coil waterproof layer and waterproof isolation film on Reinforced Concrete Retaining Walls is improved
Fruit, to improve waterproof effect.
Further preferably are as follows: the outside of the coil waterproof layer has additional cement mortar protective course.
By adopting the above technical scheme, coil waterproof layer is protected, improves the anti-of coil waterproof layer and waterproof isolation film
Water effect, and extend the service life of water proof structure.
Further preferably are as follows: the nearly water side of the Reinforced Concrete Retaining Walls is provided with inclined surface, and the inclined surface is from reinforcing bar
The top of concrete guard wall is obliquely installed on the direction of Reinforced Concrete Retaining Walls bottom in far from Reinforced Concrete Retaining Walls.
By adopting the above technical scheme, inclined surface has guiding role to river, can reduce river and keep off to armored concrete
The active force of wall, to extend the service life of Reinforced Concrete Retaining Walls.Secondly, the setting of inclined surface is so that armored concrete is kept off
The bottom area of wall is greater than topside area, improves the slope stability of Reinforced Concrete Retaining Walls.
Further preferably are as follows: water blocking construction is provided on the inclined surface；The water blocking construction includes plantation base, described
The side far from Reinforced Concrete Retaining Walls is recessed inwardly and is formed with multiple spaced apart pit slots in plantation base；The pit slot
Inside it is provided with planter units.
By adopting the above technical scheme, the setting of planter units can improve the visual effect of Reinforced Concrete Retaining Walls more
It is good, while the river impacted on Reinforced Concrete Retaining Walls can be filtered, armored concrete is kept off to reduce river
The corrosion of wall extends the service life of Reinforced Concrete Retaining Walls.
Further preferably are as follows: it is formed with obstructing surface between the bottom of the inclined surface and the bottom of Reinforced Concrete Retaining Walls,
The obstructing surface is in be vertically arranged.
By adopting the above technical scheme, obstructing surface is able to extend the water surface in river to the distance of inclined surface, plants to give
The certain protective effect of unit reduces the case where planter units long period of soaking leads to Plant death in river appearance.
Further preferably are as follows: the pit slot is arranged in regular hexagon.
By adopting the above technical scheme, regular hexagon has good structural stability, and can be improved the knot of pit slot circumferential direction
Structure intensity, and regular hexagon is capable of providing the more planting spaces of plant close to circle.
Further preferably are as follows: restraining position ring block is added in the edge of the pit slot, and the stop collar is arranged along the circumferential direction of pit slot
There is a circle, and the stop collar extends to outside pit slot from pit slot to the direction far from pit slot.
By adopting the above technical scheme, the soil thickness for increasing planting plants improves the stability of root system of plant.
Further preferably are as follows: solid soil construction is had additional in the pit slot；The solid-state construction includes the slot for being fixed on pit slot
The spongy layer at bottom, the side on the spongy layer far from pit slot slot bottom have additional web.
By adopting the above technical scheme, the root system of plant in planter units can depend on web and spongy layer, sea
Continuous layer can absorb water do not give plant growth needed for moisture, and the hole of web is smaller, can be improved root system of plant
Stability.
In conclusion the utility model has the following beneficial effects:
1, by arrangement Reinforced Concrete Retaining Walls, and water proof structure is set in the back side of Reinforced Concrete Retaining Walls, it is right
It is protected on road surface；
2, it is constructed in the upstream face setting water blocking of Reinforced Concrete Retaining Walls, further increases putting back to for Reinforced Concrete Retaining Walls
Effect reduces road surface carbonization, extends the service life on road surface.
Detailed description of the invention
Fig. 1 is the overall structure diagram of embodiment；
Fig. 2 is the structural schematic diagram planted in base in embodiment；
Fig. 3 is the portion the A enlarged drawing of Fig. 1；
Fig. 4 is the overall structure diagram of the prior art.
In figure, 1, support stake；2, bed course；3, Reinforced Concrete Retaining Walls；31, obstructing surface；32, inclined surface；4, water proof structure；
41, waterproof isolation film；42, coil waterproof layer；43, cement mortar protective course；5, the first link slot；6, the second link slot；7, it keeps off
Water construction；71, base is planted；72, planter units；8, pit slot；81, stop collar；9, solid soil construction；91, spongy layer；92, fiber
Net；10, metal wire mesh cage；101, middle stone；11, road surface；12, river.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
In the description of the present invention, it should be understood that term " on ", "lower", etc. instructions orientation or position close
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is construed as a limitation of the present invention.
Embodiment: a kind of shore protection safeguard structure, as shown in Figure 1, including being inserted in the support stake 1 of 12 bottom of river and consolidating
Due to the bed course 2 at 1 top of support stake.Reinforced Concrete Retaining Walls 3 have been poured above bed course 2,3 upstream face of Reinforced Concrete Retaining Walls
The obstructing surface 31 that bottom is vertically arranged.To inclined surface 32 is formed at the top of Reinforced Concrete Retaining Walls 3 at the top of obstructing surface 31, tilt
Face 32 is arranged in the back side close to Reinforced Concrete Retaining Walls 3 from top to bottom.
As shown in Figure 1, in order to improve the waterproof effect of Reinforced Concrete Retaining Walls 3, the back side of Reinforced Concrete Retaining Walls 3 is set
It is equipped with water proof structure 4, and is provided with water blocking construction 7 on inclined surface 32.
As shown in Figure 1, wherein water proof structure 4 includes waterproof isolation film 41, the coil waterproof layer that from-inner-to-outer is set gradually
42 and cement mortar protective course 43.Wherein waterproof isolation film 41 is consistent with the size of coil waterproof layer 42, and is fixed by gluing
In on Reinforced Concrete Retaining Walls 3.The top of Reinforced Concrete Retaining Walls 3 offers the first link slot 5, and the bottom of bed course 2 offers
Second link slot 6；And waterproof isolation film 41 and coil waterproof layer 42 are embedded into the first link slot 5, coil waterproof layer 42 and anti-
The bottom of water segregation film 41 is embedded into the second link slot 6, then blocks the first link slot 5 and the second link slot using adhesion agent
6.Then in 42 outside joints cement mortar cover 43 of coil waterproof layer, and cement mortar protective course 43 is kept off from armored concrete
The top of wall 3 is extended to the bottom of bed course 2, so that coil waterproof layer 42 is completely covered in cement mortar protective course 43.
Water blocking construction 7 includes the planter units 72 in plantation base 71 and plantation and plantation base 71 combined with Figure 1 and Figure 2,
It plants base 71 and inclined surface 32 is integrally arranged.The side far from Reinforced Concrete Retaining Walls 3 offers more in plantation base 71
A is in the pit slot 8 of regular hexagon setting, spaced set between multiple pit slots 8.
As shown in figure 3, restraining position ring block 81 is added in the edge of pit slot 8, the height of stop collar 81 is more than the thickness of pit slot 8.Limit
Position ring 81 is internally provided with solid soil construction 9, Gu soil construction 9 includes the spongy layer 91 and web set gradually from 8 slot bottom of pit slot
92, the slot bottom in the section and pit slot 8 of spongy layer 91 and web 92 cooperates.Web 92 is bonded fixation with planter units 72, kind
Planting unit 72 is the plant with soil layer, is typically chosen the herbaceous plant such as green grass and is planted.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as within the protection scope of the present utility model all by the protection of Patent Law.
Claims (10)
1. a kind of shore protection safeguard structure, including bed course (2) and it is used to support the support stake (1) of bed course (2), which is characterized in that institute
It states and is provided on bed course (2) Reinforced Concrete Retaining Walls (3), the back side of the Reinforced Concrete Retaining Walls (3) is provided with waterproof structure
Make (4)；The top of the water proof structure (4) is fixed at the top of Reinforced Concrete Retaining Walls (3), the bottom end of the water proof structure (4)
It is fixed on the bottom of the bed course (2).
2. a kind of shore protection safeguard structure according to claim 1, which is characterized in that the water proof structure (4) includes coiled material
Waterproof layer (42) is folded with waterproof isolation film (41) between the coil waterproof layer (42) and the Reinforced Concrete Retaining Walls (3).
3. a kind of shore protection safeguard structure according to claim 2, which is characterized in that the Reinforced Concrete Retaining Walls (3)
Top offers the first link slot (5), and the bottom of the bed course (2) offers the second link slot (6)；The coil waterproof layer
(42) and at the top of waterproof isolation film (41) it is embedded into the first link slot (5), the coil waterproof layer (42) and anti-water segregation
The bottom of film (41) is embedded into second link slot (6).
4. a kind of shore protection safeguard structure according to claim 2, which is characterized in that the outside of the coil waterproof layer (42)
Have additional cement mortar protective course (43).
5. a kind of shore protection safeguard structure according to claim 1 or 3, which is characterized in that the Reinforced Concrete Retaining Walls (3)
Nearly water side be provided with inclined surface (32), the inclined surface (32) is from the top of Reinforced Concrete Retaining Walls (3) to armored concrete
It is obliquely installed on the direction of barricade (3) bottom in far from Reinforced Concrete Retaining Walls (3).
6. a kind of shore protection safeguard structure according to claim 5, which is characterized in that be provided with gear on the inclined surface (32)
Water constructs (7)；The water blocking construction (7) includes plantation base (71), is kept off on the plantation base (71) far from armored concrete
The side of wall (3) is recessed inwardly and is formed with multiple spaced apart pit slots (8)；Planter units are provided in the pit slot (8)
(72)。
7. a kind of shore protection safeguard structure according to claim 6, which is characterized in that the bottom of the inclined surface (32) and steel
It is formed between the bottom of reinforced concrete barricade (3) obstructing surface (31), the obstructing surface (31) is in be vertically arranged.
8. a kind of shore protection safeguard structure according to claim 7, which is characterized in that the pit slot (8) sets in regular hexagon
It sets.
9. a kind of shore protection safeguard structure according to claim 8, which is characterized in that the edge of the pit slot (8) has additional
Stop collar (81), the stop collar (81) are provided with a circle along the circumferential direction of pit slot (8), and the stop collar (81) is from pit slot
(8) pit slot (8) outside is extended to the direction far from pit slot (8) on.
10. a kind of shore protection safeguard structure according to claim 6, which is characterized in that have additional solid soil in the pit slot (8)
It constructs (9)；The solid soil construction (9) includes the spongy layer (91) for being fixed on the slot bottom of pit slot (8), remote on the spongy layer (91)
Side from pit slot (8) slot bottom has additional web (92).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821150859.0U CN208733560U (en) | 2018-07-19 | 2018-07-19 | A kind of shore protection safeguard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821150859.0U CN208733560U (en) | 2018-07-19 | 2018-07-19 | A kind of shore protection safeguard structure |
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| Publication Number | Publication Date |
|---|---|
| CN208733560U true CN208733560U (en) | 2019-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821150859.0U Active CN208733560U (en) | 2018-07-19 | 2018-07-19 | A kind of shore protection safeguard structure |
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|---|---|
| CN (1) | CN208733560U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114484075A (en) * | 2020-10-23 | 2022-05-13 | 中国石油天然气股份有限公司 | Pipeline protection device |
-
2018
- 2018-07-19 CN CN201821150859.0U patent/CN208733560U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114484075A (en) * | 2020-10-23 | 2022-05-13 | 中国石油天然气股份有限公司 | Pipeline protection device |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Room 1607, building 2, xichengji business building, Xihu District, Hangzhou City, Zhejiang Province, 310012 Patentee after: Hangzhou Huageng Design Group Co.,Ltd. Address before: Room 1607, building 2, xichengji business building, Xihu District, Hangzhou City, Zhejiang Province, 310012 Patentee before: HANGZHOU HUAGENG LAND PLANNING AND DESIGN CONSULTING Co.,Ltd. |