CN104674754A - Novel city watercourse bank protection structure - Google Patents
Novel city watercourse bank protection structure Download PDFInfo
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- CN104674754A CN104674754A CN201510118551.2A CN201510118551A CN104674754A CN 104674754 A CN104674754 A CN 104674754A CN 201510118551 A CN201510118551 A CN 201510118551A CN 104674754 A CN104674754 A CN 104674754A
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- concrete
- concrete support
- bank protection
- wall
- protection bearing
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Abstract
The invention relates to a novel city watercourse bank protection structure. The invention aims to provide the novel city watercourse bank protection structure with small occupied space, stable structure, safety, reliability and lower cost. The invention has the technical scheme that according to the novel city watercourse bank protection structure, bank protection bearing structures are arranged on two sides of a city watercourse, and waist beams are casted, tightly close to the bank protection bearing structures, on the bottom part of the watercourse; the novel city watercourse bank protection structure is characterized in that a plurality of groups of concrete support girders are arranged between the waist beams on two sides of the watercourse; vertically arranged concrete support walls are respectively casted between two ends of each group of support girders and each waist beam; the lower ends of the concrete support walls go deep into the bottom part of the watercourse, and the upper ends of the concrete support walls are higher than the waist beams; concrete piles and concrete retaining walls are arranged between the higher parts of the concrete support walls and the bank protection bearing structures on the same side.
Description
Technical field
The present invention relates to a kind of new city channel revetment structure.Be applicable to hydraulic engineering.
Background technology
At present, more concentrated owing to building in city, the available space of city river supporting is smaller, block stone barricade and concrete guard wall floor space greatly, require again certain interim excavation face during construction, block stone and concrete guard wall often lack builds place, simultaneously when next-door neighbour's building lotus is shallow foundation, carry comparatively large, high to stability, deformation requirements, wall-retaining structure is often inapplicable.
The patent No. be 201320553978.1 Chinese patent disclose a kind of novel water course bank protection structure, in both sides, river course, shore protection bearing structure is set, shore protection bearing structure is provided with cement revetment, the gutter being communicated with river course is provided with on bank, river course, guardrail is provided with at the top of shore protection bearing structure, guardrail is other is provided with bank protection dam, and shore protection bottom of river channel is close to cement revetment and has been built waist rail, and bottom of river channel is provided with polylith concrete support beam.For guaranteeing that bank protection structure is stablized, in this patent, shore protection bearing structure need be imbedded comparatively dark, and construct more complicated, engineering drops into larger.
Summary of the invention
The technical problem to be solved in the present invention is: for above-mentioned Problems existing, provides one to take up room little, Stability Analysis of Structures, safe and reliable, lower-cost new city channel revetment structure.
The technical solution adopted in the present invention is: a kind of new city channel revetment structure, the both sides of city river arrange shore protection bearing structure, bottom of river channel is close to shore protection bearing structure and has been built waist rail, it is characterized in that: between the waist rail of both sides, river course, be provided with some groups of concrete support beams, often organize the concrete support wall of all building between brace summer two ends and waist rail and vertically arranging, this concrete support wall lower end gos deep into bottom of river channel and upper end exceeds waist rail, is lining into concrete pile and concrete guard wall between described concrete support wall the raised area and the shore protection bearing structure of homonymy.
The parallel concrete support wall paper of described concrete guard wall is put, and described concrete pile is vertically arranged, is placed between concrete guard wall and concrete support wall or between adjacent two concrete guard walls.
Insert galvanized wire gabion between described concrete guard wall and concrete support wall or between adjacent two concrete guard walls, it is built with cobble and soil, and is mixed with water plant seed.
Described shore protection bearing structure top is provided with railing and can the planting groove of planting plants.
Described shore protection bearing structure adopts concrete drill hole stake.
Often organize concrete support beam and there are three concrete support beams.
The invention has the beneficial effects as follows: in the present invention between waist rail and concrete support beam concreting knee wall, and be that shore protection bearing structure provides support by concrete guard wall and concrete pile, structure is simple, safe and reliable.In this example, galvanized wire gabion cobble provides rigidity supporting structure, and soil planting aquatic plants has beautified river course environment.
Accompanying drawing explanation
Fig. 1 is top view of the present invention.
Fig. 2 is the A-A sectional view of Fig. 1.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the present embodiment is a kind of new city channel revetment structure, arranges shore protection bearing structure 1(adopt concrete drill hole stake in the both sides of city river), bottom of river channel is close to shore protection bearing structure and has been built waist rail 2.Be interval with between both sides, river course waist rail 2 in this example some groups of concrete support beam 3(often group be made up of three concrete support beams), often organizing the concrete support wall 7 of all to build between brace summer two ends and waist rail 2 and vertically arranging.In this example concrete support wall 7 lower end buried enter bottom of river channel, knee wall upper end exceeds waist rail 2.Held out against by concrete pile 6 and concrete guard wall 4 between concrete support wall 7 the raised area and the shore protection bearing structure 1 of homonymy.Wherein the parallel concrete support wall 7 of concrete guard wall 4 is arranged, concrete pile 6 is vertically arranged, is placed between concrete guard wall 4 and concrete support wall 7 or between adjacent two concrete guard walls 4.Be provided with railing 8 and planting groove 9 at shore protection bearing structure 1 top in this example, planting plants in planting groove, beautifies the environment.
Galvanized wire gabion 5 is inserted in the space that in the present embodiment, concrete guard wall 4, concrete support wall 7 and concrete pile 6 surround or in the space that surrounds of adjacent two concrete guard walls 4 and concrete pile 6, at galvanized wire gabion 5 built with cobble and soil, and be mixed with water plant seed.
Certainly, above-mentioned explanation is not limitation of the present invention, and the present invention is also not limited to above-mentioned citing, those skilled in the art, within the scope of the invention, the change made, change add or replace, all should belong to protection scope of the present invention.
Claims (6)
1. a new city channel revetment structure, the both sides of city river arrange shore protection bearing structure (1), bottom of river channel is close to shore protection bearing structure and has been built waist rail (2), it is characterized in that: between both sides, river course waist rail (2), be provided with some groups of concrete support beams (3), often organize the concrete support wall (7) of all building between brace summer two ends and waist rail (2) and vertically arranging, this concrete support wall lower end gos deep into bottom of river channel and upper end exceeds waist rail (2), concrete pile (6) and concrete guard wall (4) is lining between described concrete support wall (7) the raised area and the shore protection bearing structure (1) of homonymy.
2. new city channel revetment structure according to claim 1, it is characterized in that: the parallel concrete support wall (7) of described concrete guard wall (4) is arranged, described concrete pile (6) is vertically arranged, is placed between concrete guard wall (4) and concrete support wall (7) or between adjacent two concrete guard walls (4).
3. new city channel revetment structure according to claim 2, it is characterized in that: between described concrete guard wall (4) and concrete support wall (7) or between adjacent two concrete guard walls (4), insert galvanized wire gabion (5), it is built with cobble and soil, and is mixed with water plant seed.
4. urban river ecological bank protection structure according to claim 1, is characterized in that: described shore protection bearing structure (1) top is provided with railing (8) and can the planting groove (9) of planting plants.
5. urban river ecological bank protection structure according to claim 1, is characterized in that: described shore protection bearing structure (1) adopts concrete drill hole stake.
6. urban river ecological bank protection structure according to claim 1, is characterized in that: often organize concrete support beam (3) and have three concrete support beams (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510118551.2A CN104674754A (en) | 2015-03-18 | 2015-03-18 | Novel city watercourse bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510118551.2A CN104674754A (en) | 2015-03-18 | 2015-03-18 | Novel city watercourse bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104674754A true CN104674754A (en) | 2015-06-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510118551.2A Pending CN104674754A (en) | 2015-03-18 | 2015-03-18 | Novel city watercourse bank protection structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN104674754A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487748A (en) * | 2018-06-02 | 2019-03-19 | 深圳市深水水务咨询有限公司 | Nearby Structure depth riverbed quaywall supporting construction and construction method |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202323869U (en) * | 2011-11-17 | 2012-07-11 | 中国水电顾问集团华东勘测设计研究院 | Urban river bank protection structure |
| CN104404917A (en) * | 2014-11-03 | 2015-03-11 | 江苏龙腾工程设计有限公司 | Taihu lake ecological dam revetment construction method |
-
2015
- 2015-03-18 CN CN201510118551.2A patent/CN104674754A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202323869U (en) * | 2011-11-17 | 2012-07-11 | 中国水电顾问集团华东勘测设计研究院 | Urban river bank protection structure |
| CN104404917A (en) * | 2014-11-03 | 2015-03-11 | 江苏龙腾工程设计有限公司 | Taihu lake ecological dam revetment construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487748A (en) * | 2018-06-02 | 2019-03-19 | 深圳市深水水务咨询有限公司 | Nearby Structure depth riverbed quaywall supporting construction and construction method |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
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Application publication date: 20150603 |