CN208009444U - Slope reinforcement discharge structure - Google Patents
Slope reinforcement discharge structure Download PDFInfo
- Publication number
- CN208009444U CN208009444U CN201721840604.2U CN201721840604U CN208009444U CN 208009444 U CN208009444 U CN 208009444U CN 201721840604 U CN201721840604 U CN 201721840604U CN 208009444 U CN208009444 U CN 208009444U
- Authority
- CN
- China
- Prior art keywords
- drainpipe
- inner panel
- side slope
- baffle
- slope
- 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.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The problem of leading to landslide can not be discharged for internal water in time for the utility model, provide a kind of slope reinforcement discharge structure, can drain in time, avoid coming down, and stability is high, and the technical solution is as follows：Including tilting the drainpipe being inserted into side slope and the baffle for being covered in side slope surface and being connect with drainpipe, the outer wall of drainpipe is equipped with spiral salient, baffle includes inner panel and outside plate, several support plates are extended with so that the interlayer space between inner panel and outside plate is separated into several drainage channels along the short transverse of baffle between inner panel and outside plate, and drainpipe is connected to drainage channel.It is inserted into side slope using drainpipe and fixes the support side slope for making baffle stabilization with fixed baffle, prevent side slope from gliding；It is drained by drainpipe, avoiding side slope ponding excessively causes to come down.
Description
Technical field
The utility model is related to a kind of slope reinforcement structures, more specifically, it relates to a kind of slope reinforcement discharge structure.
Background technology
In the geotechnical engineering in the fields such as railway, highway, water conservancy, building, slope, supporting and retaining system is usually taken in ordinary soil side slope
Or both combine protection method, to ensure the stability of side slope.
But the side slope after raining still goes wrong often, landslide phenomenon occurs, when the soil property of side slope is more loose
When soft, it is easy to form falling off for planting groove, cause why safety accident, side slope come down, be due to rain after,
Internal water can not be discharged in time and caused by soil property it is soft caused by, also improve space.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of slope reinforcement discharge structure,
Have the advantages that drain in time.
To achieve the above object, the utility model provides following technical solution：
A kind of slope reinforcement discharge structure, including tilt be inserted into side slope in drainpipe and be covered in side slope surface and with
The outer wall of the baffle of drainpipe connection, the drainpipe is equipped with spiral salient, and the baffle includes inner panel and outside plate, the inner panel
Several support plates are extended with so that the interlayer space between inner panel and outside plate to be separated into along the short transverse of baffle between outside plate
Several drainage channels, the drainpipe are connected to drainage channel.
Using above-mentioned technical proposal, it is inserted into side slope by drainpipe and is made using the spiral salient in draining pipe outer wall
Drainpipe is stably fixed in side slope, is connect with drainpipe by baffle and is covered in side slope surface so that baffle was stablized
Side slope is supported, prevents side slope from gliding, by drainpipe by the water water conservancy diversion in side slope to drain, avoiding side slope ponding excessively causes to slide
Slope is connected to drainage channel so that side slope ponding is discharged from drainage channel, since drainpipe is obliquely installed by drainpipe so that
Ponding is voluntarily flowed by gravity, is improved drainage efficiency, is drained in time, the counter-bending deformation energy of baffle is improved by support plate
Power improves supporting effect, and then improves the stability of side slope.
Preferably, the length of the support plate and baffle is highly consistent.
Using above-mentioned technical proposal, pass through the highly consistent to further increase the anti-of baffle of the length of support plate and baffle
Bending Deformation ability further increases the supporting effect of baffle side slope.
Preferably, the cross sectional shape of the drainage channel is regular hexagon, and multiple drainage channel combinations are so that baffle
Interlayer space at honeycomb cross-section.
Using above-mentioned technical proposal, by honeycomb cross-section so that when dam forces, preferably by support plate by pressure
Distribution, avoids stress concentration from leading to baffle deformed damaged.
Preferably, the adjacent drainage channel connection.
Using above-mentioned technical proposal, it is connected to by adjacent drainage channel channel to make full use of drainage channel to drain, improves draining
Efficiency drains, avoids coming down in time.
Preferably, the outer wall of the drainpipe is equipped with permeability hole.
Using above-mentioned technical proposal, the efficiency that side slope ponding enters drainpipe is improved by permeability hole, is drained in time.
Preferably, the permeability hole has multiple and axial directions along drainpipe uniformly distributed.
It improves drainpipe upstream face product by multiple uniformly distributed permeability holes using above-mentioned technical proposal while improving into water
Point distributing homogeneity, further increases the efficiency that side slope ponding enters drainpipe, improves drainage efficiency.
Preferably, the end that the drainpipe is inserted into side slope is equipped with sharp portion.
Using above-mentioned technical proposal, by sharp portion so that the operation of drainpipe insertion side slope is more convenient, installation is improved
Efficiency.
Preferably, inner panel is stretched out outside side slope and run through in described drainpipe one end, and institute's drainpipe runs through the end thread of inner panel
It is connected with the nut pushed against in plate face of the inner panel far from side slope.
Using above-mentioned technical proposal, it is threadedly coupled with drainpipe by nut and pushes against inner panel with fixation, facilitate inner panel
Fixed operation improves installation effectiveness.
Preferably, spongy layer is filled in the drainpipe.
Using above-mentioned technical proposal, the absorption rate of drainpipe side slope ponding is improved by spongy layer, while avoiding mud
Soil enters drainpipe and causes to block.
Preferably, the outside plate is connect with inner panel by running through the threaded fastener of inner panel and outside plate simultaneously.
Using above-mentioned technical proposal, outside plate and inner panel are connected by threaded fastener, facilitate outside plate dismounting to clear up draining
Channel, while using screw thread to connect more stable.
In conclusion the utility model has the advantages that：It is inserted into side slope to fix using drainpipe and be kept off with fixed
Plate makes the support side slope that baffle is stablized, and prevents side slope from gliding；It is drained by drainpipe, avoiding side slope ponding excessively causes to slide
Slope；Since drainpipe is obliquely installed so that ponding is voluntarily flowed by gravity, improves drainage efficiency to drain in time；Pass through bee
When nest shape section makes dam forces, pressure is evenly distributed, and stress concentration is avoided to lead to baffle deformed damaged, improves the steady of side slope
It is qualitative；The absorption rate of drainpipe side slope ponding is improved by spongy layer, while avoiding soil from entering drainpipe to cause to block.
Description of the drawings
Fig. 1 is the overall structure diagram of slope retaining discharge structure in the utility model；
Fig. 2 is the schematic diagram for illustrating drainage channel structure in the utility model；
Fig. 3 is the enlarged diagram in the portions A in Fig. 2.
In figure：1, baffle；11, outside plate；12, inner panel；13, interlayer space；131, drainage channel；14, support plate；141, even
Through-hole；2, drainpipe；21, spiral salient；22, sharp portion；23, permeability hole；24, spongy layer；25, nut；26, block is pushed against；3,
Threaded fastener.
Specific implementation mode
With reference to the accompanying drawings and embodiments, the utility model is described in detail.
A kind of slope retaining discharge structure includes tilting the drainpipe 2 being inserted into side slope and being covered in side slope referring to Fig.1
The baffle 1 on surface, baffle 1 include inner panel 12 and outside plate 11, and there are spacing to form interlayer space between inner panel 12 and outside plate 11
13, drainpipe 2 is connected to and in communication with interlayer space 13 with inner panel 12.
With reference to Fig. 2 and Fig. 3, supported by several support plates 14 between inner panel 12 and outside plate 11, the length of support plate 14
Highly consistent with baffle 1, interlayer space 13 is separated into several drainage channels 131 by several support plates 14 being fixedly connected, row
The length direction of aquaporin 131 is consistent with the short transverse of baffle 1, the cross sectional shape of drainage channel 131 be regular hexagon so that
Interlayer space 13 is in honeycomb perpendicular to the section of the length direction of drainage channel 131, and running through in each support plate 14 has company
Through-hole 141, the intercommunicating pore 141 totally three in each support plate 14, and it is uniformly distributed along the length direction of support plate 14, adjacent drainage channel is logical
Road 131 is connected to by intercommunicating pore 141.
Inner panel 12 is rectangular slab with outside plate 11, and inner panel 12 and the quadrangle of outside plate 11 are run through by threaded fastener 3 with fixation
Connection.
2 one end of drainpipe is connected to through inner panel 12 and with drainage channel 131, and drainpipe 2 is located at through the end of inner panel 12
Outside side slope, drainpipe 2 is cased with through the end of inner panel 12 and pushes against block 26, and drainpipe 2 is also threaded with through 12 end of inner panel
Nut 25, nut 25 pushes against block 26 so that pushing against block 26 pushes against plate face of the inner panel 12 far from side slope so that inner panel 12 is close to side
Inner panel 12 is clamped so that inner panel 12 is fixed with drainpipe 2 with block 26 is pushed against by side slope in slope.
It is connected with spiral salient 21 on the outer wall of drainpipe 2, is also provided with permeability hole 23 on the outer wall of drainpipe 2, oozes
Open-work 23 has multiple and is evenly distributed with along the axial direction of drainpipe 2, and the end that drainpipe 2 is inserted into side slope is connected with sharp portion 22,
Sharp portion 22 is inserted into side slope, and the axial direction of drainpipe 2 is in that angle is arranged in the horizontal direction, and the end of drainpipe 2 towards baffle 1 is inclined
Obliquely, spongy layer 24 is filled in drainpipe 2.
The operating mode and principle of the present embodiment are as follows：
When installation, first inner panel 12 is covered in side slope, drainpipe 2 through inner panel 12 and is then tilted into insertion side slope
It is interior, after waiting for that drainpipe 2 is entirely insertable, block 26 is pushed against in the end sleeve that drainpipe 2 is connect with inner panel 12, then passes through spiral shell
Line is threadedly coupled so as to push against block 26 with drainpipe 2 and is pushed against in plate face of the inner panel 12 far from side slope, so that inner panel 12 supports
Tightly in side slope, then support plate 14 is connected in plate face of the inner panel 12 far from side slope, then outside plate 11 is connected to support plate
In 14 one sides far from inner panel 12, inner panel 12 and outside plate 11 are fixed finally by threaded fastener 3, with using outside plate 11 with it is interior
The clamp standoff plate 14 that plate 12 is stablized, that is, complete installation exercise.
When drainpipe 2 is inserted into side slope, by the guiding role of spiral salient 21 and the effect of breaking ground of sharp portion 22, make
Obtain autorotation during drainpipe 2 is inserted into so that drainpipe 2 is easier to be inserted into side slope, while utilizing spiral salient 21
Increase the contact area of drainpipe 2 and side slope, improve the connective stability of drainpipe 2 and side slope, and then is stablized by drainpipe 2
So that baffle 1 is fixed in side slope, ensure the stability of slope retaining.
Pass through the upstream face product that the permeability hole 23 that is distributed on drainpipe 2 increases drainpipe 2 so that ponding in side slope and
When enter in drainpipe 2 to be discharged in time.
The water absorbing capacity of drainpipe 2 is improved by the spongy layer 24 in drainpipe 2, while preventing the soil in side slope from passing through
Permeability hole 23, which enters in drainpipe 2, causes drainpipe 2 to block, and ensures drainage effect.
Since drainpipe 2 is downward horizontal by the sloped-end of angle setting and drainpipe 2 towards inner panel 12 so that side
Slide rock water, which enters after drainpipe 2, to be flowed out by dead weight along drainpipe 2, is drained in time, and be not necessarily to additionaling power, energy conservation and environmental protection.
13 section of interlayer space is set to be in honeycomb by support plate 14, using honeycomb structure so that when 1 stress of baffle, effect
Power is uniformly distributed, and avoids stress concentration to lead to 1 local damage of baffle so that the effect of 1 slope supported of baffle is more stablized, together
The drainage channel 131 that Shi Liyong is located in the interlayer space 13 of baffle 1 is connected to drainpipe 2, to utilize the grasping part of baffle 1
Draining reduces pipeline and is laid with quantity, improves space availability ratio.
Outside plate 11 and inner panel 12 are connected by threaded fastener 3, outside plate 11 easy to disassemble is to clear up interlayer space 13.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of slope reinforcement discharge structure, it is characterized in that：Including tilting the drainpipe (2) being inserted into side slope and being covered in side
The outer wall of slope surface and the baffle (1) being connect with drainpipe (2), the drainpipe (2) is equipped with spiral salient (21), the baffle
(1) include inner panel (12) and outside plate (11), the short transverse between the inner panel (12) and outside plate (11) along baffle (1) is extended with
Several support plates (14) by the interlayer space (13) between inner panel (12) and outside plate (11) to be separated into several drainage channels
(131), the drainpipe (2) is connected to drainage channel (131).
2. slope reinforcement discharge structure according to claim 1, it is characterized in that：The length and baffle of the support plate (14)
(1) highly consistent.
3. slope reinforcement discharge structure according to claim 2, it is characterized in that：The section shape of the drainage channel (131)
Shape is regular hexagon, and multiple drainage channels (131) are combined so that the interlayer space (13) of baffle (1) is at honeycomb cross-section.
4. slope reinforcement discharge structure according to claim 1, it is characterized in that：The adjacent drainage channel (131) connection.
5. slope reinforcement discharge structure according to claim 1, it is characterized in that：The outer wall of the drainpipe (2) is equipped with
Permeability hole (23).
6. slope reinforcement discharge structure according to claim 5, it is characterized in that：The permeability hole (23) has multiple and along row
The axial direction of water pipe (2) is uniformly distributed.
7. slope reinforcement discharge structure according to claim 6, it is characterized in that：The drainpipe (2) is inserted into side slope
End is equipped with sharp portion (22).
8. slope reinforcement discharge structure according to claim 7, it is characterized in that：Side slope is stretched out in described drainpipe (2) one end
Outside and run through inner panel (12), institute's drainpipe (2) is connected with through the end thread of inner panel (12) pushes against inner panel (12) far from side slope
Plate face on nut (25).
9. slope reinforcement discharge structure according to claim 8, it is characterized in that：Sponge is filled in the drainpipe (2)
Layer (24).
10. slope reinforcement discharge structure according to claim 1, it is characterized in that：The outside plate (11) is logical with inner panel (12)
It crosses while being connect with the threaded fastener (3) of outside plate (11) through inner panel (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721840604.2U CN208009444U (en) | 2017-12-23 | 2017-12-23 | Slope reinforcement discharge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721840604.2U CN208009444U (en) | 2017-12-23 | 2017-12-23 | Slope reinforcement discharge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009444U true CN208009444U (en) | 2018-10-26 |
Family
ID=63881904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721840604.2U Active CN208009444U (en) | 2017-12-23 | 2017-12-23 | Slope reinforcement discharge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208009444U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206047A (en) * | 2019-06-18 | 2019-09-06 | 赵安朝 | A kind of protective slope structure of side slope |
| CN115341426A (en) * | 2022-07-18 | 2022-11-15 | 中铁七局集团有限公司 | Roadbed construction method under special environmental condition |
| CN116122318A (en) * | 2023-04-04 | 2023-05-16 | 北京城建集团有限责任公司 | Reverse structure outer wall infiltration decompression plugging device |
-
2017
- 2017-12-23 CN CN201721840604.2U patent/CN208009444U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206047A (en) * | 2019-06-18 | 2019-09-06 | 赵安朝 | A kind of protective slope structure of side slope |
| CN115341426A (en) * | 2022-07-18 | 2022-11-15 | 中铁七局集团有限公司 | Roadbed construction method under special environmental condition |
| CN115341426B (en) * | 2022-07-18 | 2023-06-02 | 中铁七局集团有限公司 | Roadbed construction method under special environmental conditions |
| CN116122318A (en) * | 2023-04-04 | 2023-05-16 | 北京城建集团有限责任公司 | Reverse structure outer wall infiltration decompression plugging device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208009444U (en) | Slope reinforcement discharge structure | |
| CN206256455U (en) | Draining lattice frame beam and draining lattice frame beam bank protection | |
| CN105649217A (en) | Profiled steel structure beam column joint for reverse construction of stiffened structure and construction method | |
| CN205840414U (en) | A kind of pin-connected panel entirety swimming pool | |
| EP2826925A2 (en) | Building complex | |
| CN207131447U (en) | A kind of coal mine underground water drainage device | |
| CN214575745U (en) | A template support system that is used for rubbish pond full cast in situ concrete side wall | |
| CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
| CN110438885B (en) | Bridge tunnel supporting member | |
| CN211618017U (en) | Photovoltaic support on water | |
| CN108179677A (en) | Sponge urban water-through pavement | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
| CN209702332U (en) | A kind of buried under earth type sewage treatment equipment | |
| CN210032378U (en) | Roof greening drainage device with water collecting function | |
| CN201933604U (en) | Rainwater drainage multi-passage inspection well | |
| CN209704123U (en) | The ramp of basement parking garage | |
| CN108317331B (en) | Pipe wall structure for slowing down severe exhaust of inflow shaft in full-flow state of urban deep tunnel | |
| CN205369725U (en) | Water environmental protection's transformation house is arranged to antidetonation | |
| CN205777810U (en) | A kind of steel tower being applicable to high slope | |
| CN214220635U (en) | Post-cast strip baffle and baffle support system supporting structure | |
| CN105113806B (en) | Concrete floor displacement wood floor construction method and waterproof cloth fixing structure | |
| CN114134807B (en) | Expansion joint water drainage method | |
| CN208949894U (en) | A kind of foundation pit construction support device | |
| CN204780503U (en) | Road drainage structures | |
| CN211900058U (en) | Rail for assembly type building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |