CN105239531A - Continuous-arch-type landscape flood control wall - Google Patents
Continuous-arch-type landscape flood control wall Download PDFInfo
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- CN105239531A CN105239531A CN201510714771.1A CN201510714771A CN105239531A CN 105239531 A CN105239531 A CN 105239531A CN 201510714771 A CN201510714771 A CN 201510714771A CN 105239531 A CN105239531 A CN 105239531A
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- control wall
- flood
- wall
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- reinforced concrete
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Abstract
The invention relates to a continuous-arch-type landscape flood control wall which comprises a pile foundation structure, a bottom plate, multiple flood control wall bodies, multiple piers and multiple layers of vegetation bags. The pile foundation structure is located at the bottom of the whole continuous-arch-type landscape flood control wall. The bottom plate is horizontally arranged at the top of the pile foundation structure. The flood control wall bodies are sequentially arranged on the side close to soil of the bottom plate and the bottom ends of the flood control wall bodies are fixedly connected with the bottom plate. Each flood control wall body is in an arch shape, and the sides close to water are concave faces. The piers are sequentially arranged on the side close to soil of the bottom plate. The bottom ends of the piers are fixedly connected with the bottom plate. Each pier is arranged between every two adjacent flood control wall bodies so that the two adjacent flood control wall bodies can be connected through the pier. The vegetation bags are piled up at the side close to water of the bottom plate and grow aquatic plants. By means of the continuous-arch-type landscape flood control wall, the larger soil pressure in the horizontal direction of soil behind the wall can be borne; the material strength is fully utilized, and thus the arch-shaped wall bodies are thinner so that engineering materials can be reduced; and the appearance of the continuous-arch-type landscape flood control wall is beautified.
Description
Technical field
The present invention relates to a kind of view flood-control wall, specifically refer to a kind of arcading type view flood-control wall structure.
Background technology
Binjiang city of bordering on the sea often can be subject to the attack of the natural calamities such as typhoon, heavy rain, high water mark and flood, and therefore flood-control wall is the principal works facility of flood control gear tide.In prior art, the flood-control wall of employing mostly is pile foundation support table formula structure, and wall is as vertical type, and this structure causes the compressive strength of concrete material not to be fully used.In addition, wall stature material adopts steel concrete, and make outward appearance dullness stiff, landscape effect is poor.
Summary of the invention
The object of the invention is to propose a kind of arcading type view flood-control wall, the soil pressure in soil body horizontal direction after larger wall can be born; And can the strength of materials be made full use of, make arch wall body thinner to reduce engineering materials; Also there is the function of beautifying flood-control wall outward appearance.
To achieve these goals, the invention provides a kind of arcading type view flood-control wall, comprise: piling strtucture, be positioned at the bottom of whole arcading type view flood-control wall; Base plate is reinforced concrete structure, is horizontally set on the top of described piling strtucture; Some flood-control wall wall bodies are reinforced concrete structure, and what be successively set on described base plate faces native side, and bottom is fixedly connected with base plate; Each flood-control wall wall body is all in arch, and side is concave surface near water; Some buttresses are reinforced concrete structure, and what be successively set on described base plate faces native side, and bottom is fixedly connected with base plate; Each buttress is separately positioned between adjacent two flood-control wall wall bodies, and adjacent two flood-control wall wall bodies are connected by buttress; Some layers of plant biological bag, it stacks the side being near water arranged on described base plate, described plant biological bag is planted and is implanted with water plant.
The arch crown of described flood-control wall wall body rolls tiltedly to backwater, and each stringcourse circle is thickening gradually to arch abutment from arch crown.
The side surface near water of described flood-control wall wall body adopts tuck point to form imitative cemented rock face shaping.
Described buttress is increased gradually by its top to bottom external diameter, and namely buttress is up-narrow and down-wide shape.
The rectangular structure of described base plate, length is 2000mm ~ 4000mm, and thickness is 500mm ~ 600mm.
Described piling strtucture comprises: front row is side pile foundation near water, is arranged form by multiple reinforced concrete sheet pile solid matter, is namely fixedly connected with between adjacent two reinforced concrete sheet piles; Rear row faces native side pile foundation, is arranged form by multiple reinforced concrete rectangle pile interval, i.e. setting space between adjacent two reinforced concrete rectangle piles.
The size of described reinforced concrete sheet pile, the size of reinforced concrete rectangle pile, and the spacing between adjacent two reinforced concrete rectangle piles determines according to the bearing capacity of piling strtucture and the structural stability of whole arcading type view flood-control wall.
The stepped stacking of plant biological bag described in some layers is arranged on base plate, and wherein, the plant biological bag being positioned at the bottom is fixedly connected with base plate by holdfast, is fixedly connected with between adjacent two layers plant biological bag by nail-plate.
Described plant biological bag employing is that the high molecular polymer of raw material is made with polypropylene.
Arcading type view flood-control wall provided by the present invention, has the following advantages and beneficial effect:
1, the flood-control wall wall body in arch in the present invention can bear the soil pressure from soil body horizontal direction after wall, because domes Compressive Performance is high, thus the soil pressure of the soil body can offset part by Equilibrium with it at the wall of domes after making wall, therefore it can carry larger horizontal earth pressure than vertical type wall body of the prior art;
2, after the wall in the present invention, the soil pressure of the soil body is passed in the pile foundation below base plate by the arch ring of arch flood-control wall wall body and buttress successively, therefore flood-control wall wall body can make full use of the strength of materials, thus arch wall body can be done thinner than vertical type wall body, effectively reduce concrete consumption and engineering cost;
The metope tuck point of the side near water of the flood-control wall wall body 3, in the present invention, and the water plant be planted on plant biological bag all has the function of beautifying flood-control wall outward appearance, and build ecological effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the arcading type view flood-control wall in the present invention;
Fig. 2 is the sectional schematic diagram of the arcading type view flood-control wall in the present invention;
Fig. 3 is the elevational schematic view of the arcading type view flood-control wall in the present invention.
Detailed description of the invention
Below in conjunction with Fig. 1 ~ Fig. 3, by describing a preferably specific embodiment in detail, the present invention is further elaborated.
As shown in FIG. 1 to 3, be the arcading type view flood-control wall in the present invention, comprise: piling strtucture, be positioned at the bottom of whole arcading type view flood-control wall; Base plate 3 is reinforced concrete structure, is horizontally set on the top of described piling strtucture; Some flood-control wall wall bodies 1 are reinforced concrete structure, and what be successively set on described base plate 3 faces native side, and bottom is fixedly connected with base plate 3; Each flood-control wall wall body 1 is all in arch, and side is concave surface near water; Some buttresses 2 are reinforced concrete structure, and what be successively set on described base plate 3 faces native side, and bottom is fixedly connected with base plate 3; Each buttress 2 is separately positioned between adjacent two flood-control wall wall bodies 1, and adjacent two flood-control wall wall bodies 1 are connected by buttress 2; Some layers of plant biological bag 6, it stacks the side being near water arranged on described base plate 3, described plant biological bag 6 is planted and is implanted with water plant 7.
As shown in Figure 2, the rectangular in cross-section or square of described flood-control wall wall body 1.
The arch crown of described flood-control wall wall body 1 rolls tiltedly to backwater, and each stringcourse circle is thickening gradually to arch abutment from arch crown.
The arch ring size of described flood-control wall wall body, comprises buttress centres, honesty, arch central angle and encircles thick in calculating.In the present embodiment, the spacing between two described buttresses is 4000mm, and buttress honesty is 300 ~ 600mm, and arch central angle is 85 °, and encircleing thick is 300mm.
The side surface near water of described flood-control wall wall body 1 adopts tuck point to form imitative cemented rock face shaping, to show simple and unsophisticated, thick and heavy sense.Mixing mortar cement used should adopt slag cements, and mortar need mix and stir in strict accordance with design mixture proportion, and mortar should be full closely knit and protrude flood-control wall wall body surface 4 ~ 5mm, forms the seamed belt that 5 ~ 7cm is wide.
Because after the wall of flood-control wall wall body 1, the horizontal pressure force of the soil body is all passed on buttress 2 by flood-control wall wall body 1, stress buttress 2 being connected with base plate 3 bear in place is comparatively large, very easily ruptures.Therefore in the present invention, as shown in Figure 1 and Figure 2, described buttress 2 is increased gradually by its top to bottom external diameter, and namely buttress 2 is in up-narrow and down-wide shape, increases the rigidity of flood-control wall wall body 1 with this.
The described rectangular structure of base plate 3, length is 2000mm ~ 4000mm, and thickness is 500mm ~ 600mm.In the present embodiment, the length of described base plate 3 is 3600mm, and thickness is 500mm.
Described piling strtucture comprises: front row is side pile foundation 4 near water, is arranged form by multiple reinforced concrete sheet pile solid matter, is namely fixedly connected with between adjacent two reinforced concrete sheet piles; Rear row faces native side pile foundation 5, is arranged form by multiple reinforced concrete rectangle pile interval, i.e. setting space between adjacent two reinforced concrete rectangle piles.
The size of described reinforced concrete sheet pile, the size of reinforced concrete rectangle pile, and the spacing between adjacent two reinforced concrete rectangle piles determines according to the bearing capacity of piling strtucture and the structural stability of whole arcading type view flood-control wall.
In the present embodiment, the width of each reinforced concrete sheet pile is 500mm, and thickness is 250mm, and length is 1200mm; The width of each reinforced concrete rectangle pile is 250mm, and thickness is 250mm, and length is 1200mm, and the spacing between adjacent two reinforced concrete rectangle piles is 1500mm.
In the present embodiment, described base plate 3 is stacked and is provided with 4 ~ 5 layers of plant biological bag 6, and plantation has the water plant 7 of landscape effect on described plant biological bag 6.
The stepped stacking of plant biological bag 6 described in some layers is arranged on base plate 3, and wherein, the plant biological bag being positioned at the bottom is fixedly connected with base plate 3 by holdfast, is fixedly connected with between adjacent two layers plant biological bag by nail-plate.
The high molecular polymer that it is primary raw material that described plant biological bag 6 adopts with import polypropylene is made, and has the functions such as ultra-violet radiation resisting, antiacid alkali salt, antimicrobial erosion, friendly to water plant, permeable but not through soil.
Compound is filled with in described plant biological bag 6; it is the cleaning particles compound being suitable for aquatic plants growth, and based on gravel, and minimum grain size is not less than 2mm; and mixing fertilizer in order to aquatic plants growth, described Rate of Organic Fertilizer is 0.5 ~ 0.7Kg/ bag (15 ~ 20kg/m
3).
Arcading type view flood-control wall provided by the present invention, has the following advantages and beneficial effect:
1, the flood-control wall wall body in arch in the present invention can bear the soil pressure from soil body horizontal direction after wall, because domes Compressive Performance is high, thus the soil pressure of the soil body can offset part by Equilibrium with it at the wall of domes after making wall, therefore it can carry larger horizontal earth pressure than vertical type wall body of the prior art;
2, after the wall in the present invention, the soil pressure of the soil body is passed in the pile foundation below base plate by the arch ring of arch flood-control wall wall body and buttress successively, therefore flood-control wall wall body can make full use of the strength of materials, thus arch wall body can be done thinner than vertical type wall body, effectively reduce concrete consumption and engineering cost;
The metope tuck point of the side near water of the flood-control wall wall body 3, in the present invention, and the water plant be planted on plant biological bag all has the function of beautifying flood-control wall outward appearance, and build ecological effect.
Although content of the present invention has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention, protection scope of the present invention should be limited to the appended claims.
Claims (9)
1. an arcading type view flood-control wall, is characterized in that, comprise:
Piling strtucture, is positioned at the bottom of whole arcading type view flood-control wall;
Base plate (3) is reinforced concrete structure, is horizontally set on the top of described piling strtucture;
Some flood-control wall wall bodies (1) are reinforced concrete structure, and what be successively set on described base plate (3) faces native side, and bottom is fixedly connected with base plate (3); Each flood-control wall wall body (1) is all in arch, and side is concave surface near water;
Some buttresses (2) are reinforced concrete structure, and what be successively set on described base plate (3) faces native side, and bottom is fixedly connected with base plate (3); Each buttress (2) is separately positioned between adjacent two flood-control wall wall bodies (1), and adjacent two flood-control wall wall bodies (1) are connected by buttress (2);
Some layers of plant biological bag (6), it stacks the side being near water arranged on described base plate (3), is implanted with water plant (7) upper kind of described plant biological bag (6).
2. arcading type view flood-control wall as claimed in claim 1, is characterized in that, the arch crown of described flood-control wall wall body (1) rolls tiltedly to backwater, and each stringcourse circle is thickening gradually to arch abutment from arch crown.
3. arcading type view flood-control wall as claimed in claim 2, is characterized in that, the side surface near water of described flood-control wall wall body (1) adopts tuck point to form imitative cemented rock face shaping.
4. arcading type view flood-control wall as claimed in claim 1, it is characterized in that, described buttress (2) is increased gradually by its top to bottom external diameter, and namely buttress (2) is in up-narrow and down-wide shape.
5. arcading type view flood-control wall as claimed in claim 1, it is characterized in that, described base plate (3) rectangular structure, length is 2000mm ~ 4000mm, and thickness is 500mm ~ 600mm.
6. arcading type view flood-control wall as claimed in claim 1, it is characterized in that, described piling strtucture comprises:
Front row is side pile foundation (4) near water, is arranged form by multiple reinforced concrete sheet pile solid matter, is namely fixedly connected with between adjacent two reinforced concrete sheet piles;
Rear row faces native side pile foundation (5), is arranged form by multiple reinforced concrete rectangle pile interval, i.e. setting space between adjacent two reinforced concrete rectangle piles.
7. arcading type view flood-control wall as claimed in claim 6, it is characterized in that, the size of described reinforced concrete sheet pile, the size of reinforced concrete rectangle pile, and the spacing between adjacent two reinforced concrete rectangle piles determines according to the bearing capacity of piling strtucture and the structural stability of whole arcading type view flood-control wall.
8. arcading type view flood-control wall as claimed in claim 1, it is characterized in that, plant biological bag (6) the stepped stacking described in some layers is arranged on base plate (3); Wherein, the plant biological bag being positioned at the bottom is fixedly connected with base plate (3) by holdfast, is fixedly connected with between adjacent two layers plant biological bag by nail-plate.
9. arcading type view flood-control wall as claimed in claim 9, is characterized in that, described plant biological bag (6) employing is that the high molecular polymer of raw material is made with polypropylene.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510714771.1A CN105239531A (en) | 2015-10-29 | 2015-10-29 | Continuous-arch-type landscape flood control wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510714771.1A CN105239531A (en) | 2015-10-29 | 2015-10-29 | Continuous-arch-type landscape flood control wall |
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| CN105239531A true CN105239531A (en) | 2016-01-13 |
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| CN201510714771.1A Pending CN105239531A (en) | 2015-10-29 | 2015-10-29 | Continuous-arch-type landscape flood control wall |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592512A (en) * | 2016-11-25 | 2017-04-26 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete and gabion combined ecological flood control wall structure and construction method thereof |
| CN106930233A (en) * | 2017-04-27 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
| CN108239963A (en) * | 2018-01-25 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of high-rise pile cap formula ecological revetment structure and its construction method |
| CN109322276A (en) * | 2018-10-29 | 2019-02-12 | 上海市政工程设计研究总院（集团）有限公司 | A kind of combined type shore protection |
| CN110644426A (en) * | 2019-09-26 | 2020-01-03 | 中铁二十三局集团轨道交通工程有限公司 | Prefabricated assembled flood prevention view dykes and dams structure |
| CN111719587A (en) * | 2020-07-20 | 2020-09-29 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
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| CN2918533Y (en) * | 2006-06-29 | 2007-07-04 | 中国水电顾问集团成都勘测设计研究院 | Embankment seepage preventing structure |
| CN201649038U (en) * | 2010-04-07 | 2010-11-24 | 上海市政工程设计研究总院 | Pile platform revetment with function of greening scenery |
| CN203639942U (en) * | 2014-01-07 | 2014-06-11 | 重庆科技学院 | Arched retaining wall |
| CN205188901U (en) * | 2015-10-29 | 2016-04-27 | 上海市政工程设计研究总院（集团）有限公司 | Arcading type view flood control wall |
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Patent Citations (4)
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| CN2918533Y (en) * | 2006-06-29 | 2007-07-04 | 中国水电顾问集团成都勘测设计研究院 | Embankment seepage preventing structure |
| CN201649038U (en) * | 2010-04-07 | 2010-11-24 | 上海市政工程设计研究总院 | Pile platform revetment with function of greening scenery |
| CN203639942U (en) * | 2014-01-07 | 2014-06-11 | 重庆科技学院 | Arched retaining wall |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592512A (en) * | 2016-11-25 | 2017-04-26 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete and gabion combined ecological flood control wall structure and construction method thereof |
| CN106930233A (en) * | 2017-04-27 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
| CN108239963A (en) * | 2018-01-25 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of high-rise pile cap formula ecological revetment structure and its construction method |
| CN109322276A (en) * | 2018-10-29 | 2019-02-12 | 上海市政工程设计研究总院（集团）有限公司 | A kind of combined type shore protection |
| CN110644426A (en) * | 2019-09-26 | 2020-01-03 | 中铁二十三局集团轨道交通工程有限公司 | Prefabricated assembled flood prevention view dykes and dams structure |
| CN111719587A (en) * | 2020-07-20 | 2020-09-29 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
| CN111719587B (en) * | 2020-07-20 | 2023-10-20 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
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