CN202055261U - Landslide-proofing retaining wall - Google Patents
Landslide-proofing retaining wall Download PDFInfo
- Publication number
- CN202055261U CN202055261U CN2011201439770U CN201120143977U CN202055261U CN 202055261 U CN202055261 U CN 202055261U CN 2011201439770 U CN2011201439770 U CN 2011201439770U CN 201120143977 U CN201120143977 U CN 201120143977U CN 202055261 U CN202055261 U CN 202055261U
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- main body
- body vertical
- vertical wall
- wall
- riverbed
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Abstract
The utility model discloses a landslide-proofing retaining wall, which comprises a main body vertical wall, a left branched riverbed bottom face plate beam, a dyke upright wall face and a right branched horizontal plate beam. The top end of the main body vertical wall is level to a ground surface and the bottom end of the main body vertical wall penetrates deeply below a bottom face of a riverbed; the left branched riverbed bottom face plate beam is connected to an area between a middle section and a lower section of a left side of the main body vertical wall; the dyke upright wall face is located at a middle section area and an upper section area of the left side of the main body vertical wall; the right branched horizontal plate beam is connected to an area between a middle section and an upper section of a right side of the main body vertical wall; and both a right side face of the main body vertical wall and the right branched horizontal plate beam are tamped to fill and level up by soil and rocks. The right end of the right branched horizontal plate beam is connected with a culvert. The landslide-proofing retaining wall can prevent and control shore landslides of a water space from forming a nearly-hollow surface, has functions of anti-sliding, discharging seepage, preserving moisture and depressurizing of side slope soil body, as well as prevents the bottom face of the riverbed from heaving. The implementation of the landslide-proofing retaining wall is not restricted to groundwater, the construction cost is low, and land is saved.
Description
Technical field
The utility model relates to a kind of anti-landslide retaining wall, especially relates to a kind of retaining wall that prevents landslide, bank, waters.
Background technology
In hydraulic engineerings such as river water channel, protection slope, water bank prevents that native stone landslide from having great significance, especially at swelled ground area, the de-stabilising effect of dykes and dams landslide and side slope the normal effect of hydraulic engineering.In order to prevent the landslide, existing job practices has: slow down side slope when digging canal; The soil removal and replacement compacting; With antislide pile and thick chain arch supporting side slope etc., the defective of these ways is: the land occupation area is big, operating expenses height, anti-landslide poor effect.
The utility model content
Technical problem to be solved in the utility model provide bottom surface, a kind of guarantee riverbed and dykes and dams firm, effectively prevent the retaining wall that comes down.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of anti-landslide retaining wall comprises main body vertical wall, bottom surface, left branch riverbed plate-girder, dykes and dams wall face and the horizontal plate-girder of right branch; The top of described main body vertical wall flushes with ground and its bottom is goed deep into below the bottom surface, riverbed; Bottom surface, described left branch riverbed plate-girder is connected zone between the stage casing in main body vertical wall left side and the hypomere; Described dykes and dams wall face is positioned at the stage casing and the epimere zone in main body vertical wall left side; The horizontal plate-girder of described right branch is connected zone between the stage casing on main body vertical wall right side and the epimere; The right flank of described main body vertical wall is filled and led up by native stone compacting together with the horizontal plate-girder of right branch.
The further improvement that the utility model is done is: described main body vertical wall all has the transition of 45 degree chamferings to be connected with the junction of branch's plate-girder.The right-hand member of described right horizontal branch plate-girder is connected with culvert.
Adopt the beneficial effect that technique scheme produced to be:
1, guarantees the hydraulic engineering quality.Soil stone landslide, control bank, waters forms free face; The culvert of right horizontal branch plate-girder one end has row to ooze to slope soil, preserves moisture depressurization; Left branch riverbed bottom walls prevents the riverbed floor lift.
2, construction costs is low.Through budgetary estimate, the utility model uses steel concrete to build, and every linear meter(lin.m.) construction costs is 2.9 ten thousand yuan/m.
3, effectively save the soil, add up according to one's analysis, if use the utility model technical finesse instead by the 1:2 Slope Treatment, every kilometer can be reduced 24 mu of floor spaces.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is that a kind of master of the utility model looks to cut open and attempts.
As shown in Figure 1: bottom surface, 1 riverbed, 2 water body faces, 3 dykes and dams wall faces, 4 main body vertical wall, the horizontal plate-girder of 5 right branch, 6 water bank ground, 7 culverts, bottom surface, 8 left branch riverbed plate-girder.
The specific embodiment
Contrast Fig. 1 is described further the utility model embodiment:
1, the foundation expansion soil body on water body bank is poured water prewets, drain table water after saturated in that the soil body is drenched, hole in the design attitude grooving, lay reinforcing bar at slotted eye, cast C25 level concrete forms main body vertical wall 4, and its left side constitutes dykes and dams wall face 3, ensures water body face 2 unobstructed flowing.
2, then build right horizontal branch plate-girder 5 and culvert 7, make it affixed with main body vertical wall 4.
3, the native stone of pouring into a mould the wall top of main body vertical wall 4 again and finishing water bank ground 6 rams flat.
4, pour into a mould bottom surface, left branch riverbed plate-girder 8 and make it affixed at last, finish the construction on 1 basis, bottom surface, riverbed with main body vertical wall 4.
The utility model is not only applicable to two sides symmetrical constructions such as river water channel, also is applicable to the seashore dykes and dams, the construction of the single water bank of hydraulic engineerings such as cofferdam, lake.
Claims (3)
1. an anti-landslide retaining wall is characterized in that: comprise main body vertical wall (4), bottom surface, left branch riverbed plate-girder (8), dykes and dams wall face (3) and the horizontal plate-girder of right branch (5); The top of described main body vertical wall (4) flushes with ground and its bottom is goed deep into below the bottom surface, riverbed (1); Bottom surface, described left branch riverbed plate-girder (8) is connected zone between the stage casing in main body vertical wall (4) left side and the hypomere; Described dykes and dams wall face (3) is positioned at the stage casing and the epimere zone in main body vertical wall (4) left side; The horizontal plate-girder of described right branch (5) is connected zone between the stage casing on main body vertical wall (4) right side and the epimere; The right flank of described main body vertical wall (4) is filled and led up by native stone compacting together with the horizontal plate-girder of right branch (5).
2. a kind of anti-landslide according to claim 1 retaining wall is characterized in that: described main body vertical wall (4) all has the transition of 45 degree chamferings to be connected with the junction of branch's plate-girder.
3. a kind of anti-landslide according to claim 1 retaining wall, it is characterized in that: the right-hand member of described right horizontal branch plate-girder (5) is connected with culvert (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201439770U CN202055261U (en) | 2011-05-09 | 2011-05-09 | Landslide-proofing retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201439770U CN202055261U (en) | 2011-05-09 | 2011-05-09 | Landslide-proofing retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202055261U true CN202055261U (en) | 2011-11-30 |
Family
ID=45015238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201439770U Expired - Fee Related CN202055261U (en) | 2011-05-09 | 2011-05-09 | Landslide-proofing retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202055261U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195082A (en) * | 2013-04-03 | 2013-07-10 | 青岛理工大学 | Method for determining soil pressure of double-layer sliding slope anti-slip retaining wall |
| CN104805850A (en) * | 2015-05-08 | 2015-07-29 | 中铁工程设计咨询集团有限公司 | Vertex-aligning buttress balancing plate type cutting supporting block device |
| CN107964881A (en) * | 2017-12-26 | 2018-04-27 | 中铁第四勘察设计院集团有限公司 | The method for arranging that a kind of peg board formula barricade is combined with culvert |
-
2011
- 2011-05-09 CN CN2011201439770U patent/CN202055261U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195082A (en) * | 2013-04-03 | 2013-07-10 | 青岛理工大学 | Method for determining soil pressure of double-layer sliding slope anti-slip retaining wall |
| CN104805850A (en) * | 2015-05-08 | 2015-07-29 | 中铁工程设计咨询集团有限公司 | Vertex-aligning buttress balancing plate type cutting supporting block device |
| CN107964881A (en) * | 2017-12-26 | 2018-04-27 | 中铁第四勘察设计院集团有限公司 | The method for arranging that a kind of peg board formula barricade is combined with culvert |
| CN107964881B (en) * | 2017-12-26 | 2019-09-24 | 中铁第四勘察设计院集团有限公司 | A kind of method for arranging that peg board formula barricade is combined with culvert |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111130 Termination date: 20130509 |