CN205100354U - Side slope with escape canal - Google Patents
Side slope with escape canal Download PDFInfo
- Publication number
- CN205100354U CN205100354U CN201520893788.3U CN201520893788U CN205100354U CN 205100354 U CN205100354 U CN 205100354U CN 201520893788 U CN201520893788 U CN 201520893788U CN 205100354 U CN205100354 U CN 205100354U
- Authority
- CN
- China
- Prior art keywords
- side slope
- anchor pole
- gutter
- furrow bank
- steel mesh
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a side slope with escape canal, include the support piece who sets up the escape canal outside the side slope and be used for supporting the escape canal, the support piece anchor is in the side slope. With the escape canal anchor in the side slope, simple structure, construction convenience, the cost is low, can increase the security of side slope.
Description
Technical field
The utility model relates to a kind of side slope being provided with gutter, belongs to slope drainage field.
Background technology
The design of drainage system is an important step of Slope Design.If drainage system is unsound, probably cause the unstability of side slope.Gutter is the drainage channel that drainage system is conventional, is located on packway as transverse drainage passage.When raining, the water on domatic is along domatic, and the water in side slope arrives gutter by gutter, discharges domatic eventually through gutter.
Due to the restriction on expropriation of land scope, excavation border, side slope usually establishes packway without enough positions, or due to the constraint etc. of geological conditions, cause packway to collapse, the transverse drainage facility of side slope is destroyed, especially for high slope, there is huge potential safety hazard.
Utility model content
The technical problem that the utility model solves arranges gutter in the high slope of not establishing packway and packway to collapse.
The technical solution of the utility model is, provides a kind of side slope being provided with gutter, comprises and is arranged on the gutter outside side slope and the support member for supporting gutter, and described support member is anchored in side slope.
Further, side slope is fixed the first anchor pole of a row of horizontal and the second anchor pole of the vertical side slope surface of a row, first anchor pole is positioned at the top of the second anchor pole, and side slope is established the support concrete comprising the first anchor pole and the second anchor pole, above support is concrete, establish gutter.
Further, described gutter is one-body molded by concreting with support concrete.
Further, described gutter comprises the first furrow bank, the second furrow bank and bottom of trench, and the first furrow bank is along the domatic setting of side slope.
Further, the first anchor pole with the second anchor pole are fixedly connected with vertical steel mesh reinforcement, the top of steel mesh reinforcement is higher than the first anchor pole, and bottom of trench is made up of the concreting comprising the first anchor pole, and the second furrow bank is made up of the concreting comprising steel mesh reinforcement.
Further, described steel mesh reinforcement is by transverse reinforcement and vertical reinforced-bar-welding.
Further, described first furrow bank is made up of sprayed mortar.
First anchor pole and the second anchor pole are first arranged in side slope by the utility model in side slope, then on anchor pole, arrange template, make gutter with concrete.Connecting reinforcement net on anchor pole, then concreting, can improve the intensity in gutter.Anchor pole can be combined by the anchor pole used with the former supporting of side slope.First furrow bank in gutter is the domatic setting along side slope, and the water in side slope easily can flow into gutter, and the first furrow bank can make of sprayed mortar, can prevent rainwater washing away side slope surface.
The beneficial effects of the utility model are, side slope establishes gutter, and structure is simple, and easy construction, cost is low, can increase the safety of side slope.
Accompanying drawing explanation
Fig. 1 represents the vertical cross section figure being provided with the side slope in gutter that the utility model provides.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
The utility model provides a kind of side slope being provided with gutter, its structure as shown in Figure 1, side slope is fixed the first anchor pole 1 of a row of horizontal and the second anchor pole 2 of the vertical side slope surface 3 of a row, first anchor pole 1 is positioned at the top of the second anchor pole 2, side slope is established the support concrete 4 comprising the first anchor pole 1 and the second anchor pole 2, above support concrete 4, establish gutter 5, gutter 5 is one-body molded by concreting with support concrete 4.Gutter 5 comprise the first furrow bank 51, second furrow bank 52 and bottom of trench 53, first furrow bank 51 sprayed mortar be sprayed on side slope domatic 3 on make.Establish vertical steel mesh reinforcement in second furrow bank 52, steel mesh reinforcement is connected with the first anchor pole 1 and the second anchor pole 2, and steel mesh reinforcement is welded by transverse reinforcement 6 and vertical reinforcement 7.
This side slope is established the construction method in gutter as follows: first making a call to one along vertical side slope direction ranked second anchor pole 2, then above the second anchor pole 2, make a call to one in the horizontal direction ranked first anchor pole 1, all reserved outer partial-length be exposed in side slope of the first anchor pole 1 and the second anchor pole 2; Steel mesh reinforcement is welded into, by steel mesh reinforcement colligation or be welded on and outer be exposed on the first anchor pole 1 in side slope and the second anchor pole 2 with transverse reinforcement 6 and vertical reinforcement 7; Second anchor pole 2 both can be used for the supporting of side slope, can be used as again the support in gutter; Finally re-lay template, and concreting, then the side sprayed mortar of gutter 5 along domatic 3 obtains first furrow bank 51 in gutter 5.
Claims (7)
1. be provided with the side slope in gutter, it is characterized in that, comprise and be arranged on gutter (5) outside side slope and the support member for supporting gutter, described support member is anchored in side slope.
2. side slope as claimed in claim 1, it is characterized in that, described side slope is fixed first anchor pole (1) of a row of horizontal and second anchor pole (2) of the vertical side slope surface of a row (3), first anchor pole (1) is positioned at the top of the second anchor pole (2), side slope is established the support concrete (4) comprising the first anchor pole (1) and the second anchor pole (2), establishes gutter (5) in the top supporting concrete (4).
3. side slope as claimed in claim 2, is characterized in that, described gutter (5) are one-body molded by concreting with support concrete (4).
4. side slope as claimed in claim 2, it is characterized in that, described gutter (5) comprises the first furrow bank (51), the second furrow bank (52) and bottom of trench (53), and the first furrow bank (51) is arranged along domatic (3) of side slope.
5. side slope as claimed in claim 4, it is characterized in that, first anchor pole (1) with the second anchor pole (2) are fixedly connected with vertical steel mesh reinforcement, the top of steel mesh reinforcement is higher than the first anchor pole (1), bottom of trench (53) is made up of the concreting comprising the first anchor pole, and the second furrow bank (52) is made up of the concreting comprising steel mesh reinforcement.
6. side slope as claimed in claim 5, it is characterized in that, described steel mesh reinforcement is welded with vertical reinforcement (7) by transverse reinforcement (6).
7. side slope as claimed in claim 4, it is characterized in that, described first furrow bank (51) is made up of sprayed mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520893788.3U CN205100354U (en) | 2015-11-11 | 2015-11-11 | Side slope with escape canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520893788.3U CN205100354U (en) | 2015-11-11 | 2015-11-11 | Side slope with escape canal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205100354U true CN205100354U (en) | 2016-03-23 |
Family
ID=55516143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520893788.3U Active CN205100354U (en) | 2015-11-11 | 2015-11-11 | Side slope with escape canal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205100354U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764412A (en) * | 2020-07-14 | 2020-10-13 | 中国水利水电科学研究院 | Reservoir area falling zone slope protection system |
-
2015
- 2015-11-11 CN CN201520893788.3U patent/CN205100354U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764412A (en) * | 2020-07-14 | 2020-10-13 | 中国水利水电科学研究院 | Reservoir area falling zone slope protection system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104480974B (en) | Reverse seepage drain system suitable for upstream type tailings pond and upstream type tailings pond | |
| CN103104102B (en) | Construction method for underground storey-addition reconstruction | |
| CN110130394A (en) | A kind of concrete guard wall and its construction method with greening function | |
| CN105649092A (en) | Slope supporting method for crumbly strata | |
| CN204825928U (en) | Excavation supporting | |
| CN204457864U (en) | The narrow tunnel drainage structure of a kind of rich water | |
| CN208995864U (en) | Sponge urban ecology road foundation structure | |
| CN203049630U (en) | Building foundation slab waterproof system | |
| CN208346836U (en) | A kind of hidden drainage system | |
| CN205100354U (en) | Side slope with escape canal | |
| CN203129176U (en) | Moistureproof wall structure | |
| CN203373713U (en) | Drainage system for reconstructed and expanded expressway soil slope shallow layer | |
| CN205100527U (en) | A cantilever construction platform for surmounting retaining wall | |
| CN218597181U (en) | Permanent foundation pit supporting pit-in-pit structure in historic site area | |
| CN204370462U (en) | Open-cut station water drainage of deep foundation pit system | |
| CN206844095U (en) | Grid type rain-water drainage and collection system | |
| CN102787614A (en) | Drainage structure of excavation slope of plunge pool | |
| CN211773802U (en) | Precipitation supporting construction of sandy cobble stratum station foundation ditch | |
| CN205934875U (en) | Hydraulic tunnel relay type reverse slope drainage arrangement structure | |
| CN205000346U (en) | Slope frame for slope reinforcement and water drainage | |
| CN204139190U (en) | A kind of Liftable preformed bricks fetal membrane | |
| CN203701104U (en) | Connection structure for prefabricated open column and foundation pit | |
| CN208604973U (en) | A kind of underground space ground pavement infiltration white-out structure | |
| CN207436077U (en) | Foundation pit drainage structure | |
| CN104863168A (en) | Hydrophobic device on lower part of basic baseplate and usage method of same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |