CN204715294U - The permeable dry type stake of regeneration concrete - Google Patents
The permeable dry type stake of regeneration concrete Download PDFInfo
- Publication number
- CN204715294U CN204715294U CN201520414224.7U CN201520414224U CN204715294U CN 204715294 U CN204715294 U CN 204715294U CN 201520414224 U CN201520414224 U CN 201520414224U CN 204715294 U CN204715294 U CN 204715294U
- Authority
- CN
- China
- Prior art keywords
- panel
- dry type
- permeable
- regeneration concrete
- web
- 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 relates to the permeable dry type stake of a kind of regeneration concrete, belongs to building engineering field.Comprise the first parallel panel, the second panel, the 3rd panel and the web vertical with them, form dry font, described first panel and the second panel are distributed with permeable hole in web bilateral symmetry.Its moment of inertia is large, and resistance to capsizing is strong, and bending resistance is strong.The utility model is mainly used in construction work, being mainly used in bracing of foundation pit, underground continuous retaining wall, Wharf Base.
Description
Technical field
The utility model relates to the permeable dry type stake of a kind of regeneration concrete, belongs to building engineering field.
Background technology
The patent No. be 201420121343.9 Chinese utility model disclose a kind of permeable T-shaped stake, have T-shaped stake body, it realizes shore protection both sides water body by permeable district and exchanges, and this edge of a wing, body both sides is provided with tenon tongue and groove.Its shortcoming is: after this T-shaped stake is applied to channel revetment, the too fast not buffering of water body exchange velocity, and easily causes water and soil flowing water, and the function of shore protection does not perform to ultimate attainment.
Utility model content
The technical problems to be solved in the utility model is to provide and a kind ofly can stops that solid matter passes through and the dry type stake that exchanges gently of water body.When adopting this dry type stake channel revetment, can realize the mild exchange of shore protection both sides water body, avoid soil erosion, have stability and bearing capacity can be open to traffic on top, the bank realizing shore protection is multiplex.
The technical scheme that the utility model adopts is:
The permeable dry type stake of a kind of regeneration concrete, comprise the first parallel panel, the second panel, the 3rd panel and the web vertical with them, form dry font, described first panel and the second panel are distributed with permeable hole in web bilateral symmetry.
Described permeable hole is uniformly distributed.
Described first panel, the second panel, the 3rd panel and web adopt regeneration concrete to build formation.Employing regeneration concrete is raw material, plays the effect of environmental protection.
Described permeable hole avoids the reinforcement placement in panel.
The both sides end face of described first panel, the second panel is processed with tongue and groove.Described tongue and groove is flat tenon tongue and groove, bevelled tenon tongue and groove, rebate tongue and groove, sharp tenon tongue and groove or circle tenon tongue and groove.
Described first panel below and be 35 ° of oblique angle transition between web.
Be 30 ° of oblique angle transition between described 3rd panel top and web.
The utility model is mainly used in construction project, can be used to construct rib shape underground continuous retaining wall, builds channel revetment, makes bracing of foundation pit, Wharf Base.
The beneficial effects of the utility model are: 1, first panel be provided with some with its center line for axis of symmetry is arranged symmetrically with, adopt regenerative pervious concrete to build and form the pertusate permeable district of tool, when adopting the stake of the utility model dry type to build channel revetment, the mild exchange of shore protection both sides water body is achieved by the permeable buffer area between two pieces of panels, it also avoid the loss of the bank slope side soil body simultaneously, thus ensure that the stability 2 of channel revetment, first panel, the both wings of the second panel are processed with tongue and groove, be convenient in enforcement that each dry type stake is connected smooth-going, reduce the gap between adjacent two T-shaped stakes, improve sealing only native effect, to substantially increase by this dry type stake become the antiscour of shore protection, resistance to capsizing, stability is better.3, take two-panel design, its bearing capacity, resistance to capsizing, stability, moment of inertia are improved greatly, and top can be used as the basis of road surface pavement, as runway.4, the second panel rear web is taked slowly to put domatic formula, combines reduce whole dam body center of gravity with landform, improves resistance to capsizing.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1., 1-first panel, 2-web, 3-second panel, the permeable district of 4-, 5-permeable hole, 6-the 3rd panel, 7-tongue and groove.
Fig. 2 is the stereogram of embodiment 1.
Fig. 3 is the spliced map of embodiment 1 three dry type stakes.
Fig. 4 is the stereogram of embodiment 2.
Detailed description of the invention
Embodiment 1: as shown in Figure 1, Figure 2, the utility model comprises the first panel 1, second panel 3, the 3rd panel 6 and web 2, four formed by integrally casting become dry font, described first panel 1 and the second panel 3 be provided with somely to be arranged symmetrically with its center line, the permeable hole 5 that runs through panel is as permeable district 4, the described first permeable district of panel 1 is positioned at the both sides that the first panel 1 is connected with web 2, and the reinforcement placement avoided in the first panel, the described second permeable district of panel 3 is positioned at the both sides that the second panel 3 is connected with web 2, and avoids the reinforcement placement in the second panel 3.Be 35 degree of oblique angle transition between the following and web 2 of the first panel 1.
The both wings of described first panel 1 and the second panel 3 are processed with tongue and groove 7, and this tongue and groove is flat tenon tongue and groove, bevelled tenon tongue and groove, rebate tongue and groove, sharp tenon tongue and groove or circle tenon tongue and groove.Be convenient to make each dry type stake to connect in enforcement smooth-going, reduce the gap between adjacent two dry type stakes, improve sealing only native efficiency, to substantially increase by this dry type stake become antiscour, the resistance to capsizing of shore protection, stability, globality.
Be 30 degree of oblique angle transition between 3rd panel 6 and web 2
The bottom of shown first panel 1, second panel 3, the 3rd panel 6 and web 2 is processed to form V-arrangement cutting edge, to reduce resistance when driving piles.
As shown in Figure 3, in practical application, the stake of polylith dry type is overlapped, make web 2 and panel 3 and panel 6 embed in bank slope, panel 1 is positioned at the side that web 2 connects and exposes baffle plate as shore protection, for the soil body forms water body exchange buffering between panel 1 and panel 3 simultaneously, buffered rear water body is exchanged with the outer soil mass water of shore protection by the permeable hole 5 of panel 3, reach the purification of face, face, cushion layer by layer, the function of gentle transition.
Embodiment 2: as shown in Figure 4, the present embodiment structure is substantially the same manner as Example 1, and its difference is only that the web between the second panel 3 to the 3rd panel 6 is trapezoidal, tilts to put slope, object is to combine with ramp, shore protection rear portion, improves globality, stability, lowers the center of gravity.
Claims (8)
1. the permeable dry type stake of regeneration concrete, it is characterized in that, comprise parallel the first panel (1), the second panel (3), the 3rd panel (6) and the web vertical with them (2), form dry font, described first panel (1) and the second panel (3) are distributed with permeable hole (5) in web (2) bilateral symmetry.
2. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, described permeable hole (5) is uniformly distributed.
3. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, described first panel (1), the second panel (3), the 3rd panel (6) and web (2) adopt regeneration concrete to build formation.
4. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, the both sides end face of described first panel (1), the second panel (3) is processed with tongue and groove.
5. the permeable dry type stake of regeneration concrete according to claim 4, is characterized in that, described tongue and groove is flat tenon tongue and groove, bevelled tenon tongue and groove, rebate tongue and groove, sharp tenon tongue and groove or circle tenon tongue and groove.
6. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, described first panel (1) below and be 35 ° of oblique angle transition between web.
7. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, described 3rd panel (6) is 30 ° of oblique angle transition between top and web.
8. the permeable dry type stake of regeneration concrete according to claim 1, is characterized in that, is positioned at web (2) between the second panel (3) to the 3rd panel (6) for trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520414224.7U CN204715294U (en) | 2015-06-16 | 2015-06-16 | The permeable dry type stake of regeneration concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520414224.7U CN204715294U (en) | 2015-06-16 | 2015-06-16 | The permeable dry type stake of regeneration concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204715294U true CN204715294U (en) | 2015-10-21 |
Family
ID=54314298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520414224.7U Expired - Fee Related CN204715294U (en) | 2015-06-16 | 2015-06-16 | The permeable dry type stake of regeneration concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204715294U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672253A (en) * | 2016-04-01 | 2016-06-15 | 俞向阳 | Hollow concrete pile and ecological environment-friendly bank protective wall adopting pile |
| CN105780756A (en) * | 2016-03-10 | 2016-07-20 | 俞向阳 | Protecting wall and H-type prestress concrete piles used for protecting wall |
-
2015
- 2015-06-16 CN CN201520414224.7U patent/CN204715294U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780756A (en) * | 2016-03-10 | 2016-07-20 | 俞向阳 | Protecting wall and H-type prestress concrete piles used for protecting wall |
| CN105672253A (en) * | 2016-04-01 | 2016-06-15 | 俞向阳 | Hollow concrete pile and ecological environment-friendly bank protective wall adopting pile |
| CN105672253B (en) * | 2016-04-01 | 2018-02-23 | 俞向阳 | Hollow concrete-pile and the ecological environment-friendly type bunding protecting wall using this |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203613510U (en) | Planting-type concrete block | |
| CN204715294U (en) | The permeable dry type stake of regeneration concrete | |
| CN206928282U (en) | Prestressed concrete porous hollow ecology stake | |
| CN204125851U (en) | A kind of truss beam type shed hole structure | |
| CN205116095U (en) | Chain concrete slab piece | |
| CN2913433Y (en) | Tridimensional traffic lines and elevated track utilizing road middle and edge space | |
| CN203808010U (en) | Permeable T-shaped pile | |
| CN204690681U (en) | The building block of large swallow-tail form slope protection concrete | |
| CN102337713A (en) | Left-turn directional interchange overpass | |
| CN201722598U (en) | Bridge pier mud-rock-flow-impact-resistance structure of railroad bridge | |
| CN203716160U (en) | Prefabricated concrete hollow framework slope protection structure | |
| CN208717919U (en) | A kind of road based on contrary sequence method changes bridge section foundation pit supporting construction | |
| CN211256717U (en) | Rapid splicing assembly type culvert | |
| CN202626937U (en) | Ecological building block for slope protection | |
| CN210122668U (en) | Prefabricated section is filled to assembled basic unit triangle-shaped border | |
| CN208933916U (en) | A kind of H-type slope protection block | |
| CN207846344U (en) | One kind being used for bank of river composite permeable building block | |
| CN203346857U (en) | Prefabricated part for trapezoid channel lining | |
| CN208486229U (en) | A kind of combinable staged water blocking weir plate and water-retaining structure | |
| CN202466473U (en) | Concrete crashproofing guardrail of road central separation area | |
| CN201665853U (en) | Compounded rubber waterstop and fitting-slope type water check structure | |
| CN207597544U (en) | A kind of high resiliency water conservancy chute | |
| CN205742171U (en) | Prestressed-concrete pile and use this combination | |
| CN203821435U (en) | T-shaped retaining wall concrete block | |
| CN203821437U (en) | Concrete block shaped like Chinese character of fei for retaining wall |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151021 Termination date: 20170616 |