CN202450483U - Three-dimensional composite box culvert structure for urban rivers - Google Patents
Three-dimensional composite box culvert structure for urban rivers Download PDFInfo
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- CN202450483U CN202450483U CN2012200261116U CN201220026111U CN202450483U CN 202450483 U CN202450483 U CN 202450483U CN 2012200261116 U CN2012200261116 U CN 2012200261116U CN 201220026111 U CN201220026111 U CN 201220026111U CN 202450483 U CN202450483 U CN 202450483U
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- box culvert
- rivers
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- reinforced concrete
- river
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Abstract
The utility model discloses a three-dimensional composite box culvert structure for urban rivers. The three-dimensional composite box culvert structure for urban rivers comprises a reinforced concrete box culvert for rivers to draining flood, wherein a reinforced concrete concave groove is formed on the top of the reinforced concrete box culvert. Compared with the prior art, the three-dimensional composite box culvert structure for urban rivers has the advantages that: according to the characteristic of river regulation, the reinforced concrete box culvert serves as a covered channel to meet the flood drainage requirement of the rivers, so that land occupation of the rivers and the banks is reduced and construction of the adjacent building or the underground municipal facilities is not influenced; and the artificial landscape river formed in the reinforced concrete concave groove and the urban construction are enhanced mutually, so that ecological feature and affinity are realized, the urban landscape is beautified, the hydrophilic requirement of people on the rivers is met, and the contradiction in the aspects of flood prevention and flood drainage of the urban rivers, river landscape and urban planning, building land, underground buildings, municipal facilities and the like are solved.
Description
Technical field
The utility model belongs to city river and constructs technical field, the three-dimensional combined type box culvert of particularly a kind of city river structure.
Background technology
City river improvement need be satisfied basic demands such as flood passage, water drainage and layout view.Because some sections of city river are located in city development construction land scope, can produce between existing river course constructing structure and the urban construction and conflict.For example, several planned land use blocks are crossed in some sections, city, and the two sides, river course are built-up commercial affairs, residential building or municipal land used in each block; Pressing the river course longitudinal gradient arranges; River levee when regulation slope excavation with build river levee by laying bricks or stones and will occupy a large amount of town site in two sides, river course, and influence the construction of adjacent building or underground urban operating mechanism, and owing to the river valley is deep; Water level is lower throughout the year, is difficult to form water landscape in the river course.
Summary of the invention
The technical problem that the utility model will solve is: provide a kind of comparatively simple in structure, easy construction, floor space less; Can avoid influencing other Facilities Construction effectively; Satisfy the three-dimensional combined type box culvert of the city river structure of river course beautification of landscape, to overcome the deficiency of prior art.
The utility model is to constitute like this: it comprises the steel bar concrete box culvert 1 of river course flood water drainage, is provided with steel bar concrete concave groove 2 at the top of steel bar concrete box culvert 1.
In the three-dimensional combined type box culvert of the above-mentioned city river structure, both sides are provided with view slope 3 in the groove of steel bar concrete concave groove 2.
Owing to adopted technique scheme, compare with prior art, the utility model utilizes the steel bar concrete box culvert to satisfy river course flood, water drainage requirement as closed conduit according to the river regulation characteristics.Box culvert compact conformation, stable, and roughness is less, can correspondingly reduce flood passage, water drainage section, makes its occupation of land less, has reduced the occupation of land of two sides, river course simultaneously, and can avoid the construction of adjacent building or underground urban operating mechanism.In addition; Can form the manmade landscape, artificial landscape river course through discharging a small amount of landscape water at the steel bar concrete concave groove; And can be through on the view slope, carrying out the installation setting of various plants landscapes, fountain; Landscape River and urban construction are reflected each other, reach the beautifying city view, satisfy the hydrophilic requirement of crowd the river course.Besides, the simple for structure of the utility model understood, and existing construction technology can meet the demands, and has solved the contradiction of aspects such as city river flood control, water drainage, river course view and urban planning, building land, underground building, urban operating mechanism.
Description of drawings:
Fig. 1 is the structural representation of the utility model;
Being labeled as of accompanying drawing: 1-steel bar concrete box culvert, 2-steel bar concrete concave groove, 3-view slope, usual water level in the 4-steel bar concrete box culvert, view water level in the water level when drainning off floodwaters in the 5-steel bar concrete box culvert, 6-steel bar concrete concave groove.
The specific embodiment:
Below in conjunction with accompanying drawing and embodiment the utility model is further described.
The embodiment of the utility model: the structure of the utility model is as shown in Figure 1; It comprises the steel bar concrete box culvert 1 (steel bar concrete box culvert 1 can adopt conventional box culvert structure and the construction of C30 Reinforced Concrete Materials to make according to actual conditions) that is used for the river course flood water drainage, makes a steel bar concrete concave groove 2 in the construction of the top of steel bar concrete box culvert 1.In order further to be convenient to the installation setting of plants landscape, fountain, can in 2 groove, make view slope 3 in both sides.
The embodiment of the utility model is not limited to the foregoing description, and the various variations of under the prerequisite that does not break away from the utility model aim, making all belong to the protection domain of the utility model.
Claims (2)
1. the three-dimensional combined type box culvert of city river structure, it is characterized in that: it comprises the steel bar concrete box culvert (1) of river course flood water drainage, is provided with steel bar concrete concave groove (2) at the top of steel bar concrete box culvert (1).
2. the three-dimensional combined type box culvert of city river according to claim 1 structure, it is characterized in that: both sides are provided with view slope (3) in the groove of steel bar concrete concave groove (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012200261116U CN202450483U (en) | 2012-01-20 | 2012-01-20 | Three-dimensional composite box culvert structure for urban rivers |
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Application Number | Priority Date | Filing Date | Title |
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CN2012200261116U CN202450483U (en) | 2012-01-20 | 2012-01-20 | Three-dimensional composite box culvert structure for urban rivers |
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CN202450483U true CN202450483U (en) | 2012-09-26 |
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CN2012200261116U Expired - Lifetime CN202450483U (en) | 2012-01-20 | 2012-01-20 | Three-dimensional composite box culvert structure for urban rivers |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103147488A (en) * | 2013-03-12 | 2013-06-12 | 中国能源建设集团广东省电力设计研究院 | Box culvert type drainage port structure and construction method thereof |
CN104563060A (en) * | 2014-12-31 | 2015-04-29 | 广州市市政工程设计研究院 | Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment |
CN107165128A (en) * | 2017-06-08 | 2017-09-15 | 中国电建集团华东勘测设计研究院有限公司 | A kind of double-deck river course structure suitable for mountain stream river course |
CN107237304A (en) * | 2017-08-09 | 2017-10-10 | 宁夏农林科学院农业资源与环境研究所 | A kind of water channel of water-saving irrigation |
CN112030864A (en) * | 2020-09-09 | 2020-12-04 | 烟台智汇港科技创新有限公司 | Drainage riverbed laying structure in flood season and application method thereof |
-
2012
- 2012-01-20 CN CN2012200261116U patent/CN202450483U/en not_active Expired - Lifetime
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103147488A (en) * | 2013-03-12 | 2013-06-12 | 中国能源建设集团广东省电力设计研究院 | Box culvert type drainage port structure and construction method thereof |
CN103147488B (en) * | 2013-03-12 | 2015-09-30 | 中国能源建设集团广东省电力设计研究院有限公司 | Box culvert type drainage port structure and construction method thereof |
CN104563060A (en) * | 2014-12-31 | 2015-04-29 | 广州市市政工程设计研究院 | Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment |
CN104563060B (en) * | 2014-12-31 | 2016-09-14 | 广州市市政工程设计研究总院 | Take into account dam, regulate and store, the embankment of function of draining flooded fields and the method for improving water environment |
CN107165128A (en) * | 2017-06-08 | 2017-09-15 | 中国电建集团华东勘测设计研究院有限公司 | A kind of double-deck river course structure suitable for mountain stream river course |
CN107237304A (en) * | 2017-08-09 | 2017-10-10 | 宁夏农林科学院农业资源与环境研究所 | A kind of water channel of water-saving irrigation |
CN112030864A (en) * | 2020-09-09 | 2020-12-04 | 烟台智汇港科技创新有限公司 | Drainage riverbed laying structure in flood season and application method thereof |
CN112030864B (en) * | 2020-09-09 | 2021-05-11 | 许柳记 | Drainage riverbed laying structure in flood season and application method thereof |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20120926 |