CN204185819U - Honeycomb dykes and dams shore protection component - Google Patents
Honeycomb dykes and dams shore protection component Download PDFInfo
- Publication number
- CN204185819U CN204185819U CN201420649741.8U CN201420649741U CN204185819U CN 204185819 U CN204185819 U CN 204185819U CN 201420649741 U CN201420649741 U CN 201420649741U CN 204185819 U CN204185819 U CN 204185819U
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- shaped projection
- slot
- dykes
- honeycomb
- protection component
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Abstract
The utility model is a kind of honeycomb dykes and dams shore protection component, comprise body, this body is hexahedron structure, non-conterminous three sidewalls of this body offer T-slot respectively, other three sidewalls of described body are respectively arranged with T-shaped projection, the corner of described T-slot and T-shaped projection all adopts circular arc transition, and described T-slot and T-shaped projection cube structure consistent.The utility model can adopt concrete one-body molded, and structure is simple, with low cost; Body adopts hexahedron structure; combination is various; different applied environments can be adapted to, adopt T-slot and T-shaped projection to coordinate, easy construction; T-slot and T-shaped projection fasten firmly; good toughness, in applied environment, the destructive power suffered by single the utility model is dispersed to whole combination and bears; the engineering making it utilize the utility model to protect is durable in use, has effectively saved construction and the maintenance cost in later stage.
Description
Technical field
The utility model relates to technical field of civil engineering, is specifically related to a kind of honeycomb dykes and dams shore protection component.
Background technology
For protection key water control project, river dyke and bank, ocean etc. are not washed away by flood or tidewater, prevent silt from blocking river course; For preventing erosion, protection vegetation; Normal employing in river course, the dykes and dams of small reservoir, reservoir, seashore etc., the modes such as the steep bank place stone-laying of side slope or concreting are protected, and construct complexity, cost of these modes is higher, and quality also cannot be guaranteed, and damage-retardation ruins ability.Also employing stone is had in prior art, or protect dykes and dams by the mode of cement pour assembling splicing, abrupt slope, but it is relatively independent between single stone or cement block, an organic whole can not be formed, easily be subject to the impact of geological environment, special in natural calamity, as earthquake, flood, storm tide, under the destruction of mud-rock flow etc., stone or cement block very easily come off, displacement, the dykes and dams making it protect drag slope to be shifted or sedimentation, and then there is seepage piping, even cave in, finally cause the serious consequence of dam break, directly jeopardize the security of the lives and property of the people, and also need repeatedly to keep in repair afterwards, waste a large amount of man power and materials.
Utility model content
The utility model, for the deficiencies in the prior art, proposes a kind of craft science, with low cost, structure is simple, easy construction, adopts T-slot and T-shaped projection to coordinate, the component of hexahedron is organically joined together, durable in use, honeycomb dykes and dams shore protection component easy to maintenance.Concrete technical scheme is as follows:
A kind of honeycomb dykes and dams shore protection component, comprise body (1), this body (1) is hexahedron structure, non-conterminous three sidewalls of this body (1) offer T-slot (2) respectively, other three sidewalls of described body (1) are respectively arranged with T-shaped projection (3), the corner of described T-slot (2) and T-shaped projection (3) all adopts circular arc transition, and the structure of described T-slot (2) and T-shaped projection (3) matches.
It is extensive that the utility model relates to industry, specifically use like this: inside and outside hydraulic engineering, rivers, small reservoir, reservoir dykes and dams, shoal, bridge pier, navigation channel fix the sand to protect in the protection construction of continent, in the steep bank protection of the side slope of highway, railway basis, tunnel, bridges and culverts is constructed; In ocean engineering, islands and reefs construction, reclaim land from the sea, immersed tube tunnel, build the engineering fields such as port fill; In the engineering construction of the large area Mi Pu such as city square, pavement, desert highway, air strip, in the Foundation Design enhanced protection construction of mine tailing cofferdam and refuse landfill bilge water resisting seepage, the utility model is adopted to combine.Can better ensure and improve object of construction production and the resistivity of facility in natural calamity.
Utilize cooperatively interacting of T-slot (2) and T-shaped projection (3), body (1) is made to form an organic whole, when being subject to the situation of outside destroy, a destructive power that independently body (1) is subject to can be disperseed, body (1) adopts the mode of active buckle to connect simultaneously, there is cushioning effect, the destructive power that body (1) is subject to can be offset further, thus allow with the assembly of body (1) shock-resistant, various severe natural conditions can be tackled; Both made in body (1) assembly in addition, minority body (1) is had to damage, because what adopt is regular hexahedron, each body (1) has multiple T-slot (2) and T-shaped projection (3), also body (1) assembly global failure can not be caused, only need change the body (1) of damage, keep in repair very convenient.
For better realizing the utility model, according to different construction requirements, may further be:
Described body (1) upper surface is provided with fixed groove (4), the outer openings of this fixed groove (4), the upper end of described T-shaped projection (3) flushes with the bottom of described fixed groove (4); The soffit of described body (1) is provided with fixing projection (5), this fixing projection (5) is corresponding with described fixed groove (4), and the lower end of described T-shaped projection (3) flushes with the surface of described fixing projection (5).In using, upper and lower two block bodies (1) overlapping combinations can be adopted to use, increase height, further enhancing impact resistance, especially the requirement of deep water construction is applicable to, when upper and lower body (1) combines, fixed groove (4) and fixing projection (5) is utilized to coordinate, position between two block bodies (1) is not easily offset, coordinate tightr, especially in plane construction, especially in the construction project of ocean islands and reefs, shoal harbour, effect is better.
Described body (1) is provided with peep hole (8), this peep hole (8) runs through described body (1) upper and lower surface.In using, check at the bottom of protected dykes and dams, slope camphyl by peep hole (8), also can be used as the hole for hoist in installation simultaneously.
Described peep hole (8) upper end is provided with blocking (6), prevent peep hole (8) from being blocked by foreign material, and current enters, produce erosion at the bottom of dykes and dams, slope camphyl.
Guide pile is equipped with in described peep hole (8), this guide pile can adopt tool to pass peep hole (8) to carry out drilling operation to place of the present utility model substrate, then cement is adopted to build, or directly adopt guide pile to squeeze in peep hole (8), the utility model is reinforced.
Be distributed with at least one lifting part (7) at the upper surface of described body (1), convenient installation, especially when body (1) volume is larger, can better adapt to do mechanization operation.
Described lifting part (7) is three, and three described lifting parts (7) distribute in equilateral triangle, the center superposition of the center of the equilateral triangle formed and the upper surface of described body (1).These three lifting parts (7) are evenly distributed, and can ensure stationarity of the present utility model in hoisting process, operation is convenient.
All there is chamfering at the edge at the upper and lower port at two ends of described T-slot (2) and the two ends up and down of described T-shaped projection (3), can be convenient to install, there is certain guide effect at chamfering place, also facilitate carrying and installation exercise simultaneously, prevent damage human body or equipment, also effectively can prevent sharp keen corner angle from causing mutually colliding between adjacent bodies, cause damage.
Actual effect of the present utility model is: the utility model can adopt concrete prefabricated or punching press is one-body molded, craft science, and structure is simple, convenient for production, with low cost; Body adopts hexahedron structure; combination is various; different applied environments and construction requirement can be adapted to, adopt T-slot and T-shaped projection to coordinate, easy construction; T-slot and T-shaped projection fasten firmly; good toughness, in applied environment, the destructive power suffered by single the utility model is dispersed to whole assembly and bears; the engineering making it utilize the utility model to protect is durable in use, has effectively saved construction and the maintenance cost in later stage.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation blocked in the utility model;
Fig. 3 is the structural representation of the utility model embodiment two;
Fig. 4 is the sectional view of A-A in Fig. 2;
Fig. 5 is use schematic diagram of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
As depicted in figs. 1 and 2: a kind of honeycomb dykes and dams shore protection component, comprise and adopt the body 1 that reinforced concrete is prefabricated or be stamped to form, this body 1 is hexahedron block structure, non-conterminous three sidewalls of this body 1 offer T-slot 2 respectively, wherein the width of T-slot 2 notch is 1:3 with the ratio of the width of T-slot 2 place sidewall, other three sidewalls of described body 1 are respectively arranged with T-shaped projection 3, the corner of described T-slot 2 and T-shaped projection 3 all adopts circular arc transition, and described T-slot 2 and T-shaped projection 3 structure match, all there is chamfering at the edge at the port at described T-slot about 2 two ends and the two ends up and down of described T-shaped projection 3, in concatenation construction process, chamfering has certain guide effect, convenient construction, also the port at T-slot about 2 two ends can be expanded, the plush copper of T-shaped projection 3 is zoomed in, make both it, to coordinate installation to be more prone to,
The middle position of the upper surface of described body 1 is provided with peep hole 8, this peep hole 8 runs through described body 1 upper and lower surface, this peep hole 8 is circular port, or be equilateral triangle hole, the upper end correspondence of peep hole 8 is provided with blocking 6, this blocking 6 and peep hole 8 with the use of, can prevent foreign material from blocking and water erosion, also can squeeze into guide pile in peep hole 8, further the substrate of body 1 and its correspondence be fixed;
Three lifting parts 7 are also evenly distributed with at the upper surface of described body 1, and three described lifting part 7 distributions in equilateral triangle, the center superposition of the center of the equilateral triangle formed and the upper surface of described body 1 is large at the utility model volume, when quality is heavy, convenient lifting.
As shown in Figure 5: according to the specific requirement of engineering construction, the utility model choosing respective amount is individual, utilizes the cooperation of T-slot 2 and T-shaped projection 3, forms honeycomb dykes and dams shore protection Component composition, protects dykes and dams, the steep bank of side slope.
As shown in Figure 3 and Figure 4: as distortion, when structure with above-mentioned identical, be provided with fixed groove 4, the outer openings of this fixed groove 4 at described body 1 upper surface, the upper end of described T-shaped projection 3 flushes with the bottom of described fixed groove 4; The soffit of described body 1 is provided with fixing projection 5, and this fixing projection 5 is corresponding with described fixed groove 4, and the lower end of described T-shaped projection 3 flushes with the surface of described fixing projection 5.In using, upper and lower two block body 1 overlapping combinations can be adopted, increase height, strengthen impact resistance further, when upper and lower body 1 combines, utilize fixed groove 4 and fixing projection 5 to coordinate, two block bodies, 1 position is not offset, coordinates tightr.
Claims (8)
1. a honeycomb dykes and dams shore protection component, it is characterized in that: comprise body (1), this body (1) is hexahedron structure, non-conterminous three sidewalls of this body (1) offer T-slot (2) respectively, other three sidewalls of described body (1) are respectively arranged with T-shaped projection (3), the corner of described T-slot (2) and T-shaped projection (3) all adopts circular arc transition, and the structure of described T-slot (2) and T-shaped projection (3) matches.
2. honeycomb dykes and dams shore protection component according to claim 1, it is characterized in that: described body (1) upper surface is provided with fixed groove (4), the outer openings of this fixed groove (4), the upper end of described T-shaped projection (3) flushes with the bottom of described fixed groove (4); The soffit of described body (1) is provided with fixing projection (5), this fixing projection (5) is corresponding with described fixed groove (4), and the lower end of described T-shaped projection (3) flushes with the surface of described fixing projection (5).
3. honeycomb dykes and dams shore protection component according to claim 1, it is characterized in that: described body (1) is provided with peep hole (8), this peep hole (8) runs through described body (1) upper and lower surface.
4. honeycomb dykes and dams shore protection component according to claim 3, is characterized in that: described peep hole (8) upper end is provided with blocking (6).
5. honeycomb dykes and dams shore protection component according to claim 3, is characterized in that: in described peep hole (8), be equipped with guide pile.
6. honeycomb dykes and dams shore protection component according to claim 1, is characterized in that: be distributed with at least one lifting part (7) at the upper surface of described body (1).
7. honeycomb dykes and dams shore protection component according to claim 6, it is characterized in that: described lifting part (7) is three, and three described lifting parts (7) distribute in equilateral triangle, the center superposition of the center of the equilateral triangle formed and the upper surface of described body (1).
8. honeycomb dykes and dams shore protection component according to claim 1, is characterized in that: (all there is chamfering at the edge at the port at about 2 two ends and the two ends up and down of described T-shaped projection (3) to described T-slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420649741.8U CN204185819U (en) | 2014-11-03 | 2014-11-03 | Honeycomb dykes and dams shore protection component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420649741.8U CN204185819U (en) | 2014-11-03 | 2014-11-03 | Honeycomb dykes and dams shore protection component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204185819U true CN204185819U (en) | 2015-03-04 |
Family
ID=52617830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420649741.8U Expired - Fee Related CN204185819U (en) | 2014-11-03 | 2014-11-03 | Honeycomb dykes and dams shore protection component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204185819U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862673A (en) * | 2016-04-06 | 2016-08-17 | 胡凯燕 | Honeycomb building block and application thereof |
| CN113501131A (en) * | 2021-07-07 | 2021-10-15 | 广东空天科技研究院 | Honeycomb type aerial unmanned aerial vehicle launching and recycling device, unmanned aerial vehicle and aerial aircraft carrier |
-
2014
- 2014-11-03 CN CN201420649741.8U patent/CN204185819U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862673A (en) * | 2016-04-06 | 2016-08-17 | 胡凯燕 | Honeycomb building block and application thereof |
| CN105862673B (en) * | 2016-04-06 | 2018-12-28 | 胡凯燕 | A kind of honeycomb building block and its application |
| CN113501131A (en) * | 2021-07-07 | 2021-10-15 | 广东空天科技研究院 | Honeycomb type aerial unmanned aerial vehicle launching and recycling device, unmanned aerial vehicle and aerial aircraft carrier |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: No. 210 1-2-2, Jin Yin Bay, Yuzhong District, Chongqing City, Chongqing Patentee after: Sun Shiyi Address before: No. 180 Daping street, Yuzhong District, Chongqing City, Chongqing Patentee before: Sun Shiyi |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150304 Termination date: 20211103 |