CN205296064U - River channel revetment reinforcing structure - Google Patents
River channel revetment reinforcing structure Download PDFInfo
- Publication number
- CN205296064U CN205296064U CN201520958270.3U CN201520958270U CN205296064U CN 205296064 U CN205296064 U CN 205296064U CN 201520958270 U CN201520958270 U CN 201520958270U CN 205296064 U CN205296064 U CN 205296064U
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- CN
- China
- Prior art keywords
- revetment
- concrete
- river course
- granite
- ruggedized construction
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- Expired - Fee Related
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Abstract
The utility model relates to a dredging waterway field especially relates to a river channel revetment reinforcing structure. The existing waterway revetment all only improves the revetment bulk material, does not structurally reinforce the processing to its, most laid dry, and the basis is shallow, is not conform to totally existingly relevantly to standardize the requirement, has seriously influenced the security and the steadiness of revetment, brings hidden danger for the people's safety. The utility model discloses there is simple structure, it is equitable, prevent advantages such as soil erosion and water loss, construction process is simple, construction speed is fast, sexual valence relative altitude, maneuverability are strong, and the two -way reinforcing bar net that increases at the basal layer and the reinforcement stake of bottom can greatly promote the whole steadiness of revetment structure, and the adverse effect that the river course revetment brought has been avoided to the stress system clarity.
Description
Technical field
This utility model relates to dredging waterway field, particularly relates to a kind of river course revetment ruggedized construction.
Background technology
Revetment is generally built in coastal waters and land intersection, processes bank with engineering measure and makes it consolidate, in order to avoid suffering the destruction of various natural cause and anthropic factor. In order to strengthen river flood control ability, improve environment in the urgent need to, existing waterway revetment all only improves to revetment bulk material, not to its structure carries out consolidation process, most laid dry, basis is shallow, do not meet existing related specifications requirement completely, had a strong impact on safety and the steadiness of revetment, brought hidden danger to the safety of the people.
Utility model content
In view of the foregoing, this utility model provides a kind of river course revetment ruggedized construction, the problem solving river course revetment steadiness.
For reaching above-mentioned purpose, this utility model solves its technical problem and be the technical scheme is that
A kind of river course revetment ruggedized construction, including C15 element concrete bed course, two-way concrete slab net, basal layer, revetment body, tapping pipe, C25 fine-stone concrete, evagination natural-surface, granite, rubble loaded filter and timber, described granite is arranged on the top of revetment, it is connected by C25 fine-stone concrete between granite and revetment body, revetment is originally internal is provided with tapping pipe, rubble loaded filter communicates with tapping pipe, base-layer bits is in revetment body bottom portion, C15 element concrete bed course is positioned at the bottom of revetment, and the external part of timber is coated with C15 element concrete bed course.
Preferably, described base layer Intra is provided with two-way concrete slab net.
Preferably, described granite outer surface is evagination natural-surface, and other faces adopt matte surface, and puzzle joint is 4mm.
Preferably, described revetment body adopts C25 rubble concrete.
Preferably, described basal layer adopts C25 reinforced concrete.
This utility model provides the benefit that:
There is simple in construction, rationally, the advantage such as prevent erosion, construction technology is simple, speed of application is fast, cost performance is high, workable, the overall steadiness of revetment structure can be greatly promoted at the two-way concrete slab net of basal layer increase and the reinforcing timber of bottom, overall stress system is clear, it is to avoid the adverse effect that river course revetment brings.
Accompanying drawing explanation
Fig. 1 is this utility model one river course revetment ruggedized construction structural representation.
Description of reference numerals: C15 element concrete bed course 1, two-way concrete slab net 2, basal layer 3, revetment body 4, tapping pipe 5, C25 fine-stone concrete 6, evagination natural-surface 7, granite 8, rubble loaded filter 9, timber 10.
Detailed description of the invention
Below in conjunction with specific embodiment, content of the present utility model is described in further detail:
Consulting Fig. 1, a kind of river course revetment ruggedized construction, including C15 element concrete bed course 1, two-way concrete slab net 2, basal layer 3, revetment body 4, tapping pipe 5, C25 fine-stone concrete 6, evagination natural-surface 7, granite 8, rubble loaded filter 9 and timber 10. Granite 8 is arranged on the top of revetment, is connected by C25 fine-stone concrete 6, is provided with tapping pipe 5 in revetment body 4 between granite 8 and revetment body 4, and rubble loaded filter 9 communicates with tapping pipe 5; Basal layer 3 is positioned at bottom revetment body 4, basal layer 3 is internally provided with two-way concrete slab net 2, adds the steadiness of revetment, and C15 element concrete bed course 1 is positioned at the bottom of revetment, the external part of timber 10 is coated with C15 element concrete bed course 1, it is possible to be that revetment body 4 is reinforced further. Wherein, revetment body 4 adopts C25 rubble concrete, and basal layer 3 adopts C25 reinforced concrete, and granite 8 outer surface is evagination natural-surface 7, and other faces adopt matte surface, and puzzle joint is 4mm.
Above-described embodiment is only for illustrating technology of the present utility model design and feature; its object is to allow person skilled in the art will appreciate that content of the present utility model and to be carried out; protection domain of the present utility model can not be limited with this; all equivalences made according to this utility model spirit change or modify, and all should be encompassed in protection domain of the present utility model.
Claims (5)
1. a river course revetment ruggedized construction, including C15 element concrete bed course, two-way concrete slab net, basal layer, revetment body, tapping pipe, C25 fine-stone concrete, evagination natural-surface, granite, rubble loaded filter and timber, it is characterized in that, described granite is arranged on the top of revetment, it is connected by C25 fine-stone concrete between granite and revetment body, revetment is originally internal is provided with tapping pipe, rubble loaded filter communicates with tapping pipe, base-layer bits is in revetment body bottom portion, C15 element concrete bed course is positioned at the bottom of revetment, and the external part of timber is coated with C15 element concrete bed course.
2. a kind of river course according to claim 1 revetment ruggedized construction, its feature exists: described base layer Intra is provided with two-way concrete slab net.
3. a kind of river course according to claim 1 revetment ruggedized construction, its feature exists: described granite outer surface is evagination natural-surface, and other faces adopt matte surface, and puzzle joint is 4mm.
4. a kind of river course according to claim 1 revetment ruggedized construction, its feature exists: described revetment body adopts C25 rubble concrete.
5. a kind of river course according to claim 1 revetment ruggedized construction, its feature exists: described basal layer adopts C25 reinforced concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520958270.3U CN205296064U (en) | 2015-11-27 | 2015-11-27 | River channel revetment reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520958270.3U CN205296064U (en) | 2015-11-27 | 2015-11-27 | River channel revetment reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296064U true CN205296064U (en) | 2016-06-08 |
Family
ID=56462734
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520958270.3U Expired - Fee Related CN205296064U (en) | 2015-11-27 | 2015-11-27 | River channel revetment reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296064U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610406A (en) * | 2018-12-26 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of inland river Processing tecchnics |
-
2015
- 2015-11-27 CN CN201520958270.3U patent/CN205296064U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610406A (en) * | 2018-12-26 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of inland river Processing tecchnics |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 Termination date: 20211127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |