CN204435317U - A kind of cross protective slope structure - Google Patents
A kind of cross protective slope structure Download PDFInfo
- Publication number
- CN204435317U CN204435317U CN201520077771.0U CN201520077771U CN204435317U CN 204435317 U CN204435317 U CN 204435317U CN 201520077771 U CN201520077771 U CN 201520077771U CN 204435317 U CN204435317 U CN 204435317U
- Authority
- CN
- China
- Prior art keywords
- substrate
- anchor pole
- notch
- utility
- rod
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of cross protective slope structure, comprise substrate and anchor pole; The cross section of described substrate is " ten " font; The first notch is provided with below the left part of described substrate He below upper end; The substrate at described first notch place has been made into integration raised line; The second notch is provided with above the right part of described substrate He above bottom; The substrate at described second notch place is provided with groove; The countersunk head through hole for grafting anchor pole being provided with the distribution in " ten " shape is run through in described substrate; Described anchor pole comprises the body of rod and is made into integration the anchor pole head at body of rod upper end; The sidewall of the described body of rod is fixed with multiple reinforcing rib; The utility model effectively achieves the protection to side slope, has the advantage that construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, environmental protection is attractive in appearance simultaneously.
Description
Technical field
The utility model is specifically related to a kind of cross protective slope structure, belongs to the side slope protection field of engineering technology in water conservancy and hydropower and water transport traffic.
Background technology
Hydraulic and Hydro-Power Engineering, Communication and Transportation Engineering, urban flood defence projects for stagnant water drainage, river channelization engineering, sea port dock shore protection etc., all needing to carry out bank cleaning and regulation, is generally adopt cemented rock bank protection, placed rockfill bank protection, concrete revetment etc. in Practical Project.
In recent years; along with the increasing water conservancy and hydropower of China, highway water transport traffic engineering put into operation; side slope protection Treatment process gradually towards complete function, beautiful environment, the diversified future development of pattern; the sky way of water conservancy and hydropower exploitation; the speedway of urban construction; river alongshore, plant area campsite etc. all need to carry out slope treatment, and safeguard structure pattern is good and bad unimpeded etc. to ecological protection along the line, environmental improvement, highway water transport, all plays a very important role.
Summary of the invention
For the problems referred to above, it is simple that the technical problems to be solved in the utility model is to provide a kind of structure, practical, effectively can realize the protection to side slope, there is the cross protective slope structure of the advantages such as construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, environmental protection is attractive in appearance simultaneously.
Cross protective slope structure of the present utility model, comprises substrate and anchor pole; The cross section of described substrate is " ten " font; The first notch is provided with below the left part of described substrate He below upper end; The substrate at described first notch place has been made into integration raised line; The second notch is provided with above the right part of described substrate He above bottom; The substrate at described second notch place is provided with groove; The countersunk head through hole for grafting anchor pole being provided with the distribution in " ten " shape is run through in described substrate; Described anchor pole comprises the body of rod and is made into integration the anchor pole head at body of rod upper end; The sidewall of the described body of rod is fixed with multiple reinforcing rib.
The utility model beneficial effect: a kind of structure of the present utility model is simple, practical, effectively can realize the protection to side slope, there is the cross protective slope structure of the advantages such as construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, environmental protection is attractive in appearance simultaneously; The utility model can be completed splicing of the present utility model by the cooperation clamping of raised line and groove, and then is fixed in side slope by anchor pole by the assembly after having spliced; The utility model is by the cooperation clamping of raised line and groove, substantially increase the spliced connection reliability of the utility model and bank protection intensity, by the setting of reinforcing rib on body of rod sidewall, effectively prevent of the present utility model getting loose, after the utility model has spliced, can space be formed between substrate, and then green plants can be planted in gap, contribute to beautifying the environment; The utility model effectively achieves the protection to side slope, has the advantage that construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, environmental protection is attractive in appearance simultaneously.
Accompanying drawing explanation
For ease of illustrating, the utility model is described in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is the main TV structure schematic diagram in the utility model after substrate amplification;
Fig. 2 is the right TV structure schematic diagram in the utility model after substrate amplification;
Fig. 3 is the plan structure schematic diagram in the utility model after substrate amplification;
Fig. 4 is the main TV structure schematic diagram in the utility model after anchor pole amplification;
Fig. 5 is the plan structure schematic diagram in the actual use of the utility model.
Detailed description of the invention
Cross protective slope structure as Figure 1-Figure 5, comprises substrate 1 and anchor pole; The cross section of described substrate 1 is " ten " font; The first notch 2 is provided with below the left part of described substrate 1 He below upper end; The substrate 1 at described first notch 2 place has been made into integration raised line 3; The second notch 4 is provided with above the right part of described substrate 1 He above bottom; The substrate 1 at described second notch 4 place is provided with groove 5; The countersunk head through hole 6 for grafting anchor pole being provided with the distribution in " ten " shape is run through in described substrate 1; The anchor pole head 8 that described anchor pole comprises the body of rod 7 and is made into integration at the body of rod 7 upper end; The sidewall of the described body of rod 7 is fixed with multiple reinforcing rib 9.
Embodiment recited above is only be described preferred embodiment of the present utility model, not limits design of the present utility model and scope.Under the prerequisite not departing from the utility model design concept; the various modification that this area ordinary person makes the technical solution of the utility model and improvement; protection domain of the present utility model all should be dropped into; the technology contents of the utility model request protection, all records in detail in the claims.
Claims (1)
1. a cross protective slope structure, comprises substrate and anchor pole; It is characterized in that: the cross section of described substrate is " ten " font; The first notch is provided with below the left part of described substrate He below upper end; The substrate at described first notch place has been made into integration raised line; The second notch is provided with above the right part of described substrate He above bottom; The substrate at described second notch place is provided with groove; The countersunk head through hole for grafting anchor pole being provided with the distribution in " ten " shape is run through in described substrate; Described anchor pole comprises the body of rod and is made into integration the anchor pole head at body of rod upper end; The sidewall of the described body of rod is fixed with multiple reinforcing rib.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520077771.0U CN204435317U (en) | 2015-02-01 | 2015-02-01 | A kind of cross protective slope structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520077771.0U CN204435317U (en) | 2015-02-01 | 2015-02-01 | A kind of cross protective slope structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204435317U true CN204435317U (en) | 2015-07-01 |
Family
ID=53603204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520077771.0U Expired - Fee Related CN204435317U (en) | 2015-02-01 | 2015-02-01 | A kind of cross protective slope structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204435317U (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104846834A (en) * | 2015-05-11 | 2015-08-19 | 中国电建集团贵阳勘测设计研究院有限公司 | Hydropower station side slope vegetation protecting prefabricated-framework structure and construction method thereof |
CN105714735A (en) * | 2016-01-29 | 2016-06-29 | 郑楚英 | Anchored precast concrete hexagonal slope protection method and application device thereof |
CN106120649A (en) * | 2016-08-24 | 2016-11-16 | 邹城众达知识产权咨询服务有限公司 | A kind of sill may roadbed bank protection fast reinforcing |
CN106168019A (en) * | 2016-10-13 | 2016-11-30 | 江阴市顺永机械厂 | Stairstepping rock bank |
CN108677974A (en) * | 2018-06-21 | 2018-10-19 | 江西工业工程职业技术学院 | The slope protective device that architectural engineering is used for |
CN109362396A (en) * | 2018-10-26 | 2019-02-22 | 大连地拓环境科技有限公司 | A kind of pattern of farming for stability of slope |
CN110453647A (en) * | 2019-08-13 | 2019-11-15 | 中南林业科技大学 | A kind of ecological slope protection structure of ecological slope protection unit and its composition |
CN110777593A (en) * | 2019-11-07 | 2020-02-11 | 安徽建筑大学 | Assembled combined protective panel |
CN113356131A (en) * | 2021-04-18 | 2021-09-07 | 深圳港创建材股份有限公司 | Fabricated concrete stepped cross block seashore erosion prevention structure |
-
2015
- 2015-02-01 CN CN201520077771.0U patent/CN204435317U/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104846834A (en) * | 2015-05-11 | 2015-08-19 | 中国电建集团贵阳勘测设计研究院有限公司 | Hydropower station side slope vegetation protecting prefabricated-framework structure and construction method thereof |
CN105714735A (en) * | 2016-01-29 | 2016-06-29 | 郑楚英 | Anchored precast concrete hexagonal slope protection method and application device thereof |
CN105714735B (en) * | 2016-01-29 | 2018-08-07 | 郑楚英 | A kind of six square bank protecting method of precast concrete and its application apparatus of anchoring |
CN106120649A (en) * | 2016-08-24 | 2016-11-16 | 邹城众达知识产权咨询服务有限公司 | A kind of sill may roadbed bank protection fast reinforcing |
CN106120649B (en) * | 2016-08-24 | 2018-08-07 | 湖北三和管桩有限公司 | A kind of sill may roadbed bank protection fast reinforcing |
CN106168019A (en) * | 2016-10-13 | 2016-11-30 | 江阴市顺永机械厂 | Stairstepping rock bank |
CN108677974A (en) * | 2018-06-21 | 2018-10-19 | 江西工业工程职业技术学院 | The slope protective device that architectural engineering is used for |
CN108677974B (en) * | 2018-06-21 | 2023-07-25 | 江西工业工程职业技术学院 | Slope protection device for constructional engineering |
CN109362396A (en) * | 2018-10-26 | 2019-02-22 | 大连地拓环境科技有限公司 | A kind of pattern of farming for stability of slope |
CN110453647A (en) * | 2019-08-13 | 2019-11-15 | 中南林业科技大学 | A kind of ecological slope protection structure of ecological slope protection unit and its composition |
CN110777593A (en) * | 2019-11-07 | 2020-02-11 | 安徽建筑大学 | Assembled combined protective panel |
CN113356131A (en) * | 2021-04-18 | 2021-09-07 | 深圳港创建材股份有限公司 | Fabricated concrete stepped cross block seashore erosion prevention structure |
CN113356131B (en) * | 2021-04-18 | 2022-08-09 | 深圳港创建材股份有限公司 | Fabricated concrete stepped cross block seashore erosion prevention structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204435317U (en) | A kind of cross protective slope structure | |
CN204510234U (en) | A kind of embedded ecological revetment block | |
WO2016172991A1 (en) | Water purification system requiring no power for riparian area of artificial wetland | |
CN203795375U (en) | Mutual-nesting type ecological building block | |
CN207277283U (en) | A kind of hydraulic engineering ecological revetment | |
CN207193879U (en) | A kind of embedding careless brick revetment structure of novel ecological | |
CN204491521U (en) | Hydraulic engineering ecological protection slope | |
CN203373809U (en) | Vertical well type laminated water taking structure | |
CN205116096U (en) | Crisscross formula ecological block that inlays | |
CN205116110U (en) | Interlocking formula of shocking resistance ecological block | |
CN207392145U (en) | A kind of symmetrical insert-type ecological revetment brick of three-dimensional and ecological revetment | |
CN207452830U (en) | A kind of ecological riverway system of hydraulic engineering | |
CN103485411A (en) | Device for digging pits in sloping field for storing rainwater | |
CN204803902U (en) | Log slope protection structure | |
CN202000362U (en) | Crossed slope protection structure | |
CN208183647U (en) | A kind of gravity-type assembled ecological revetment structure | |
CN205369480U (en) | Formula of sinking greenery patches drainage system based on sponge city technique | |
CN204551371U (en) | A kind of hydraulic engineering protecting wall | |
CN209619948U (en) | One kind planting revetment brick with irrigation and anti-Sai formula shield | |
CN204199241U (en) | A kind of hydraulic engineering Ecological Wall | |
CN203334244U (en) | Ecological protecting slope with high wind wave resisting ability | |
CN209686327U (en) | A kind of gravity-type assembled ecological revetment structure suitable for soft soil foundation | |
CN207348176U (en) | A kind of ecological, environmental protective water channel structure for sponge urban construction | |
CN206784319U (en) | A kind of grass-planting ecological brick | |
CN204305695U (en) | A kind of steady type side slope planting bed |
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: 20150701 Termination date: 20160201 |
|
CF01 | Termination of patent right due to non-payment of annual fee |