CN215925848U - Van-type building embankment - Google Patents
Van-type building embankment Download PDFInfo
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- CN215925848U CN215925848U CN202121160203.9U CN202121160203U CN215925848U CN 215925848 U CN215925848 U CN 215925848U CN 202121160203 U CN202121160203 U CN 202121160203U CN 215925848 U CN215925848 U CN 215925848U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The utility model relates to a van-type building embankment, which consists of an upper layer box body and a lower layer box body, wherein the upper layer box body is a single-hole box body, the lower layer box body is a multi-hole box body which is horizontally arranged, the upper layer box body is positioned on the middle part of the lower layer box body, the upper layer box body and the lower layer box body are arranged in parallel along the length direction of the embankment, the upper layer box body and the lower layer box body are of a reinforced concrete integral structure, the top elevation of the lower layer box body is higher than the normal water level elevation and lower than the flood level elevation, the top elevation of the upper layer box body is higher than the standard flood level elevation, the top of the lower layer box body facing the water-facing side is provided with a landscape green channel, the top of the lower layer box body facing the water-facing side is provided with an urban road, and the top of the upper layer box body is provided with a van-top gallery. The utility model effectively utilizes the space of the urban embankment, constructs the urban embankment which can be utilized by the top, the body and the inside of the embankment, provides a new space for the urban development and realizes the water and harmonic development of people.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, landscape engineering and engineering, in particular to a van-type building embankment.
Background
Under the urbanization background, the water-land-war spear shield is increasingly prominent, so that the blue line of the rivers and the lakes in the city is continuously narrowed, the river and lake dikes are forced to be built higher, the urban landscape is destroyed, the hydrophily of people is hindered, and the relations between people and water and between the city and the water are cut off. In particular, the following effects are:
1. along with the further expansion of urban construction land, the urban river and lake flood prevention walls are continuously heightened, the urban landscape is destroyed, the ecological environment of organisms in rivers is destroyed, and the natural ecology of urban river wetlands is also destroyed.
2. The available space of the traditional trapezoidal dike, whether the dike top or the dike body or even the inside of the dike, is very limited, only the space of the dike top meets the traffic requirement of people and vehicles, and the inside, the water facing side and the water backing side of the dike are not fully utilized.
3. Urban construction land is short, the space of the top of the dike cannot be shared with the space of urban road vehicles, urban land resources are wasted, and the problem that parking is difficult in leisure entertainment of tourists driving the dike top is caused.
4. The traditional trapezoidal dike has no hydrophilic condition at normal water level, flood level and overproof flood level, and the full harmony between human and nature is not fully realized.
5. The traditional trapezoidal dike is provided with slopes on two sides, has no retaining structure, and is easy to cause safety accidents such as drowning and the like when meeting students in cold and hot holidays.
6. The traditional trapezoidal dike is difficult to introduce into commercial groups, and the maintenance cost of the dike body such as cleanness and sanitation can only be subsidized by the government, thereby increasing certain burden to the economy of the local government.
7. At present, people increasingly pursue nice life, the bank line of the city embankment is single in shape, free of hierarchical change and free of hydrophilic space, the construction land of the waterfront landscape space and the cultural and leisure space is atrophied, the water ecological environment is worsened, attraction is difficult to generate, people's participation sense is lost, water culture and water landscape cannot be spread and promoted, the tension relation between people and water is aggravated, the city embankment is supposed to become a management area which relates to city flood control, municipal traffic, city geomorphology and city management multi-department intersection, and a hand grip for breaking the urbanization construction problem is formed.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems existing in the prior art, the utility model provides the van-type building embankment capable of being utilized on the side of the embankment and in the embankment, so that the underground space of the original embankment can be expanded, the drainage capacity is improved, the functions of water conservancy, landscape architecture and the like are improved, the function degradation of the urban water system is effectively prevented, the urban characteristics are enhanced, and the safety of the urban water system is ensured.
The technical scheme adopted by the utility model is as follows: a van-type building embankment is composed of an upper layer box body and a lower layer box body, wherein the upper layer box body is a single-hole box body, the lower layer box body is a multi-hole box body which is horizontally arranged, the upper layer box body is positioned above the middle part of the lower layer box body, the upper layer box body and the lower layer box body are arranged in parallel along the length direction of the embankment, and the upper layer box body and the lower layer box body are of reinforced concrete integral structures;
the top elevation of the lower layer box body is higher than the normal water level elevation and lower than the flood level elevation;
the top elevation of the upper layer box body is higher than the standard exceeding flood elevation;
a landscape green channel is arranged at the top of one side of the lower layer box body facing the water facing side;
the top of one side of the lower box body facing the backwater side is provided with an urban road;
and a compartment top gallery is arranged at the top of the upper-layer box body.
Further, the lower floor's box comprises the three hole boxes of rectangle by horizontal parallel arrangement's cross section, and the single hole box cross section of upper box is the rectangle, and the upper box is located a hole in the middle of the lower floor's box above, the three hole boxes of lower floor are parking space and utility tunnel space, the single hole box of upper box is commercial space, and the utility tunnel space is close to the lee side.
Furthermore, the water facing sides of the upper layer box body and the lower layer box body are provided with continuous impervious walls, and the bottom plate of the lower layer box body is provided with a continuous impervious wall.
Furthermore, the water side of the top of the upper box body facing the water is provided with continuous handrails along the length direction, and the back water side of the top of the upper box body is provided with continuous wave walls along the length direction.
Furthermore, a planting groove is formed in the wave wall, and plants are planted in the planting groove.
Furthermore, the range that the elevation of the top of the lower layer compartment body is higher than the elevation of the normal water level elevation is 0.1-0.2 m.
Furthermore, the slope of the river beach on the water facing side A of the lower compartment body is not more than 10%, the vertical distance between the ground elevation of the river beach and the top elevation of the lower compartment body is not more than 0.5m, the highest elevation of the river beach is lower than the elevation of the normal water level, and the width of the river beach in the water facing direction is not less than 2 m.
Further, the bottom of the river beach is protected by stone placement.
The utility model has the beneficial effects that:
1. the activity space of people of the original dike is expanded, the safety of tourists is guaranteed, and the propaganda value of the city is improved. Compared with the limited space of the original dike, the utility model increases the dike side hydrophilic green road and the parking space on the top of the parking compartment body, the continuous railings are arranged on the water-facing side of the gallery on the top of the compartment to prevent safety accidents, the urban construction land is not additionally increased to form a three-dimensional space network of people, green and commercial, the waterside landscape gallery is established in two stages to enrich the hydrophilic environment of the city and enrich the leisure living space, the landscape galleries at different periods and different levels can meet the water viewing requirement, and the newly added hydrophilic landscape green channel at the original dyke body in the dyke is combined to create a waterfront landscape zone with transparent sight, so that a hydrophilic and water playing space which can be close to each other is formed, the contradiction problem between city river construction and city development space is solved, a new space is provided for future urbanization development, and the water and harmonious development of people is realized.
2. The commercial value of the embankment is improved. The utility model utilizes the space of the top of the dike, increases the commercial carriage body, meets the requirement of people for entertainment consumption on the dike, increases the tax of the government, increases the income of a dike management unit, can be used for maintaining the dike, and relieves the economic pressure for the government.
3. The traffic and pipe network space is expanded. The traffic road at the top of the comprehensive pipe rack compartment body is newly added, and vehicles cannot run on the inclined plane at the back water side of the original embankment; the utility tunnel is close to the back of the body water side, is convenient for collect along river rain, dirty, realizes cutting dirty accuse, and the city electric power of being convenient for, energy pipeline transport, the inside space as pipe networks such as city water, electricity, gas and communication of utility tunnel railway carriage or compartment body need not often excavate the road and is under construction, the installation of being convenient for, maintenance and change facility have richened city pipe network construction, have realized ground and ground spatial structure and development chronogenesis and have coordinated mutually.
4. The spatial layout of the urban riparian zone is expanded, and the human-natural harmony value of the dike is improved. In the narrow urban zone, the utility model widens the original position of the dike body outside the dike into the river beach land by solving the space problem of water and the dike, so that the river beach land becomes a part of the city, more surface landscape spaces are restored, landscape obstacles are eliminated, the three-dimensional space of the urban waterfront surface is enlarged, and a space integrating the city and the dike construction is formed, embedding some non-ornamental spaces into the ground by means of function overlapping and composite utilization, reconstructing the urban venation, making function and space flow and displacement, combining water landscape with city, the ecological restoration method has the advantages that the ecological restoration method plays a positive role in urban landscape features and river ecological effects, good hygrophyte and aquatic ecological environments such as shoals, deep ponds and torrent at the bottoms of rivers and lakes are restored through simulation, rich inhabitation spaces are provided for aquatic animals and plants, the urban river and lake organisms are further enriched in diversity, the ecological bearing capacity of rivers and lakes is effectively promoted, and the aquatic ecological environment in a region is improved.
5. The city flood prevention capability is improved. The utility model constructs a multifunctional city embankment space, on the basis of not reducing the original standard of the embankment flood control, on the basis of not additionally increasing the city construction land, on the basis of not breaking through the blue line of the river channel, on the premise of not obstructing flood, from the consideration of development benefit and ecological protection, the underground comprehensive space is developed to be intensively arranged and compactly arranged, the resource is intensively utilized by combining the characteristics and functions of the river and the lake, the ecological influence is reduced, the multifunctional city embankment space and the river and the lake form an organic whole, the regional flood control, flood drainage and storage capacity are improved, the city flood control and drainage conditions are improved, the basic functions of the river channel are ensured to be safe and stable, even if the exceeding flood is encountered, the top gallery of the commercial space is used as a flood control special channel, the parking space is used as a flood control material warehouse, and the wave wall on the back water side at the top of the commercial space can effectively prevent the water with high water level from being brought into the city road on the back water side due to the effect of the storm, through inside and outside cooperation, the flood is resisted together, the urban safety bottom line is anchored, the life and property safety of people is guaranteed, and meanwhile, the standby benefit, the social benefit and the economic benefit are organically unified according to the requirements of flat service, emergency of disaster energy and fighting in wartime.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a cross-sectional view of the present invention;
FIG. 3 is a schematic view of an original dike;
FIG. 4 is a schematic view of the present invention at normal water level;
FIG. 5 is a schematic view of the present invention at flood level;
FIG. 6 is a schematic diagram of the present invention in overproof flood situations.
In the figure: 1-river beach; 2-embankment; 3-urban space; 4-original dike; 1.1-placing stones; 1.2-plants; 2.1-parking space; 2.2-commercial space; 2.3-comprehensive pipe gallery space; 2.4-urban road; 2.5-the roof gallery; 2.6-the landscape green track; 2.7-balustrade; 2.8-wave wall; 4.1-original embankment top road; 4.2-newly adding a water-facing side space; 4.3-newly adding a space on the back water side; 4.4-newly adding the space of the embankment body; a-water facing side; b-the dorsal side; c-normal water level; d, flood level; e-overproof flood.
Detailed Description
The utility model is described in further detail below with reference to the figures and the specific embodiments.
Compared with the traditional original dike 4, the utility model comprises three large contents of the original dike 4, the river beach land 1 and the dike 2, the original dike 4 is replaced by the dike 2 of the utility model along one section of a river (lake), two ends of the dike 2 along the length direction are connected with other sections of the original dike 4 to form a dike building with the same defense effect as the original dike 4, the dike body space of the original dike 4 and the original dike top road 4.1 space are utilized to carry out function expansion, a new dike building combining the river beach land 1 and the dike 2 is formed, a new dike building with a larger urban space 3 is formed, the dike 2 forms an upper, middle and lower three stages, the top layer utilizes the top of the dike 2 to form a roof gallery 2.5, which is convenient for various tourist functions to be unfolded, a railing 2.7 is arranged at the side close to the water, a wave wall 2.8 is arranged at the back water side, further ensuring the safety of people and urban areas, the commercial space 2.2 is formed under the middle layer gallery of the dike 2, and the parking space 2.1 and the comprehensive pipe gallery space 2.3 are formed on the lower layer.
1. The structure of the bank 2 is shown in fig. 1, 2 and 3:
the van-type building embankment consists of an upper layer box body and a lower layer box body, wherein the upper layer box body is a single-hole box body, the lower layer box body is a multi-hole box body which is horizontally arranged, the upper layer box body is positioned above the middle part of the lower layer box body, the upper layer box body and the lower layer box body are arranged in parallel along the length direction of an embankment 2, and the upper layer box body and the lower layer box body are of reinforced concrete integral structures;
the top elevation of the lower layer box body is higher than the normal water level elevation C and lower than the flood level elevation D;
the top elevation of the upper layer box body is higher than the standard exceeding flood elevation E;
the top of one side of the lower-layer box body facing the water-facing side A is provided with a landscape green channel 2.6;
the top of one side of the lower box body facing the backwater side B is provided with an urban road 2.4;
and a compartment top gallery 2.5 is arranged at the top of the upper-layer box body.
The utility model discloses a solar energy water heater, including lower floor's box, upper layer box, parking space 2.1, utility tunnel space 2.3, the single hole box of upper strata box does business space 2.2, utility tunnel space 2.3 is close to utility tunnel side B, utility tunnel space 2.3 is the one-hole box of upper strata box, the horizontal parallel arrangement of lower floor's box, lower floor's box cross section can be arbitrary polygon according to flood prevention, trade or pleasing to the eye needs, and the lower floor's box of this embodiment is the three hole box structure of rectangle, the single hole box cross section of upper strata box can be arbitrary polygon according to flood prevention, trade or pleasing to the eye needs, this embodiment the cross section of upper strata box is the rectangle, the upper strata box is located on the middle hole of lower floor's box, the three hole boxes of lower floor by water facing side A to water side B direction does respectively parking space 2.1 with utility tunnel space 2.3, the single hole box of upper strata box does business space 2.2.3 are close to water side B.
The water-facing side A of the upper-layer box body and the lower-layer box body is provided with a continuous impervious wall, and the bottom plate of the lower-layer box body is provided with a continuous impervious wall so as to meet the demand of flood prevention defense effect.
The water-facing side A at the top of the upper box body is provided with continuous railings 2.7 along the length direction, so that the safety of tourists is protected, the integral aesthetic feeling of the dike is increased, propaganda or commercial multimedia display screens such as advertising boards and the like can be arranged on the railings 2.7, and the commercial value and government propaganda windows of the dike are increased; the box top of upper strata the side of swimming B is provided with continuous wave wall 2.8 along length direction, set up on the wave wall 2.8 and plant the groove, plant inslot plant 1.2, this example plant 1.2 be lian plants, had both increased the pleasing to the eye effect on the dyke top road, let the tourist put into natural oxygen bar, can effectively prevent again because the stormy waves effect brings the water of high water level into the side of swimming on the urban road 2.4, anchor city safety bottom line, guarantee people's lives and property safety.
The top width of the commercial space 2.2 may be the same as or different from the top width of the original levee 4, and in this embodiment, a design manner that the top width of the commercial space 2.2 is the same as the top width of the original levee 4 is adopted, so that the functional effects of the original levee on leisure entertainment and flood prevention of tourists are not changed, in this embodiment, the top elevation of the commercial space 2.2 is not lower than the top elevation of the original levee 4, and the purpose is also that the functional effects of the original levee on flood prevention are not changed, and if the actual situation requires that the height of the levee is increased or reduced in the section of the levee 2, the top elevation of the commercial space 2.2 may also be adjusted according to the flood prevention needs.
The top elevation of the lower compartment body is higher than the range of the elevation of the normal water level elevation C, and the range is 0.1 m to 0.2 m.
The slope of the beach land 1 on the water facing side A is not more than 10%, the vertical distance between the ground elevation of the beach land 1 and the top elevation of the lower compartment is not more than 0.5m, the highest elevation of the beach land 1 is lower than the elevation of the normal water level elevation C, and the width of the water facing direction of the beach land 1 is not less than 2 m.
The bottom of the river beach 1 is protected by adopting the stone setting 1.1, and submerged plants or emergent plants are planted in gaps among the stone blocks and the pebbles to form a natural habitat state of a shoal, a deep pool and a torrent, so that the ecological benefit is improved.
On the basis of not additionally increasing urban land, the urban land is efficiently utilized to find opportunities for improving the drainage capacity and expanding urban functional space, and the newly added water-facing side space 4.2, newly added backwater side space 4.3 and newly added embankment body space 4.4 not only improve the river channel flood space of the original embankment 4, but also enrich the hydrophilic space of people and further expand the urban construction land.
2. Assuming that the flood recurrence periods corresponding to the normal water level C, the flood level D and the overproof flood level E are as follows:
| name (R) | Corresponding to flood recurrence period |
| Normal water level C | Less than 5 years |
| Flood level D | Flood in 5-10 years |
| Overproof flood E | Flood for more than 10 years |
3. The embodiment of the function of the dike 2 when the water level is at the normal water level C is shown in fig. 4:
people can normally move in the landscape green road 2.6 and can interact with the river beach land 1 in a hydrophilic mode, the height and the width of the landscape green road meet the standard design, 2.7 protective facilities of the railings are not needed, and people can be made to be hydrophilic in a close range. At the moment, the parking space 2.1 can absorb the vehicles of people who play in the future, urban public resources are not occupied, the roof gallery 2.5 works normally, the commercial space 2.2 is opened normally, and the landscape green channel 2.6 is expanded transversely. The front side A of the water facing side A is formed into a water standing opening movable space, at the moment, a roof gallery is naturally formed at the top of the commercial space 2.2, people can enjoy water and activities from different angles, the other side of the embankment waist is arranged on the back side B to form the urban road 2.4, and the traffic flow line of urban traffic is widened.
4. The embodiment of the action of the dykes 2 at the flood level D is shown in fig. 5:
in consideration of safety, the landscape green lane 2.6 and the commercial space 2.2 need to be closed, so that a flood passing space is formed on the water-facing side a, people can normally move on the roof gallery 2.5, compared with the original embankment 4, the overflow section is obviously improved while the height of the embankment is not additionally increased and the original embankment 4 is not retreated, and the parking space 2.1 and the comprehensive pipe gallery space 2.3 normally play basic functions.
5. The effect of the dike 2 at the overproof flood E level is shown in fig. 6:
at the moment, when the vehicle enters a flood prevention state, the landscape green channel 2.6 needs to be closed, the parking space 2.1 and the compartment top gallery continue to be closed on the basis of the commercial space 2.2, at the moment, the compartment top gallery 2.5 serves as a flood prevention special channel and does not allow social vehicles to enter, and the parking space 2.1 serves as a flood prevention material warehouse and is matched with the flood prevention material warehouse inside and outside to resist flood together. At this time, the wave wall 2.8 can effectively prevent water from being brought into the urban road 2.4 on the backwater side B due to the action of wind waves at high water level.
The present invention is not limited to the above-described embodiments, which are described in the specification and illustrated only for illustrating the principle of the present invention, but various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the present invention as claimed.
Those not described in detail in this specification are within the skill of the art.
Claims (8)
1. A van-type building embankment, characterized by: the reinforced concrete dike dam comprises an upper layer of box body and a lower layer of box body, wherein the upper layer of box body is a single-hole box body, the lower layer of box body is a multi-hole box body which is horizontally arranged, the upper layer of box body is positioned above the middle part of the lower layer of box body, the upper layer of box body and the lower layer of box body are arranged in parallel along the length direction of the dike (2), and the upper layer of box body and the lower layer of box body are of reinforced concrete integral structures;
the top elevation of the lower layer box body is higher than the normal water level elevation (C) and lower than the flood level elevation (D);
the top elevation of the upper layer box body is higher than the standard exceeding flood elevation (E);
a landscape green channel (2.6) is arranged at the top of one side of the lower-layer box body facing the water facing side (A);
the top of one side of the lower box body facing the backwater side (B) is provided with an urban road (2.4);
and a compartment top gallery (2.5) is arranged at the top of the upper-layer box body.
2. A van-type building embankment as claimed in claim 1, wherein: the utility model discloses a three-hole box, including lower floor's box, upper layer box, utility tunnel, lower floor's box, upper layer box, the three-hole box of lower floor's box, the single-hole box cross section of upper layer box is the rectangle, the upper strata box is located above a hole in the middle of the lower floor's box, the three-hole box of lower floor is parking space (2.1) and utility tunnel space (2.3), the single-hole box of upper layer box is commercial space (2.2), utility tunnel space (2.3) are close to the back water side (B).
3. A van-type building embankment as claimed in claim 1, wherein: the water-facing sides (A) of the upper layer box body and the lower layer box body are provided with continuous impervious walls, and the bottom plate of the lower layer box body is provided with a continuous impervious wall.
4. A van-type building embankment as claimed in claim 1, wherein: the upper box top the side of meeting water (A) is provided with continuous railing (2.7) along length direction, upper box top the side of falling back water (B) is provided with continuous wave wall (2.8) along length direction.
5. A van-type building embankment as claimed in claim 4, wherein: and planting grooves are formed in the wave walls (2.8), and plants (1.2) are planted in the planting grooves.
6. A van-type building embankment as claimed in claim 1, wherein: the top elevation of lower floor's box is higher than the scope of normal water level elevation (C) elevation is 0.1 meter to 0.2 meter.
7. A van-type building embankment as claimed in claim 1, wherein: the slope of the river beach (1) on the water facing side (A) is not more than 10%, the ground elevation of the river beach (1) and the vertical distance of the top elevation of the lower box are not more than 0.5m, the highest elevation of the river beach (1) is lower than the elevation of the normal water level elevation (C), and the width of the water facing direction of the river beach (1) is not less than 2 m.
8. A van-type building embankment as claimed in claim 7, wherein: and the bottom of the river beach (1) is protected by a stone (1.1).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202121160203.9U CN215925848U (en) | 2021-05-27 | 2021-05-27 | Van-type building embankment |
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| CN202121160203.9U CN215925848U (en) | 2021-05-27 | 2021-05-27 | Van-type building embankment |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404816A (en) * | 2022-09-30 | 2022-11-29 | 长江勘测规划设计研究有限责任公司 | Method for building dike with built-in empty box |
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2021
- 2021-05-27 CN CN202121160203.9U patent/CN215925848U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404816A (en) * | 2022-09-30 | 2022-11-29 | 长江勘测规划设计研究有限责任公司 | Method for building dike with built-in empty box |
| CN115404816B (en) * | 2022-09-30 | 2023-08-25 | 长江勘测规划设计研究有限责任公司 | Embankment construction method with empty boxes inside |
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