CN205502065U - Infiltration retaining wall - Google Patents
Infiltration retaining wall Download PDFInfo
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- CN205502065U CN205502065U CN201620311251.6U CN201620311251U CN205502065U CN 205502065 U CN205502065 U CN 205502065U CN 201620311251 U CN201620311251 U CN 201620311251U CN 205502065 U CN205502065 U CN 205502065U
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- retaining wall
- inclination
- infiltration
- angle
- cylindrical hole
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Abstract
The utility model belongs to the technical field of the retaining wall, a infiltration retaining wall is disclosed for solve that the construction that current retaining wall exists is complicated, construction cycle is long, with high costs and the outlet blocks up easily, and still can not be with the whole problems of discharging and leading to the retaining wall unstability of the water in the retaining wall. The utility model discloses a retaining wall body, the retaining wall body includes retaining wall upper portion and retaining wall bottom, bury in the stratum retaining wall bottom, the retaining wall bottom is provided with the sand gravel bed course, be retaining wall upper portion and retaining wall bottom by C15 C30 concrete placement forms. The utility model discloses in -process in the construction need not set up outlet, loaded filter and clay seal, can reduce the construction the degree of difficulty, shorten construction cycle and reduce cost, have the function of automatic infiltration simultaneously, can in time get rid of the water in the retaining wall, have the environmental protection, influence little characteristics to peripheral hydrologic condition, the stability of the retaining wall is improved.
Description
Technical field
This utility model belongs to retaining wall technical field, is specifically related to a kind of infiltration retaining wall.
Background technology
Retaining wall is a kind of building being built in slope; firm slight slope or stoneledge are provided; and prevent mountain mud inclination or soil block and stone from falling; with the safety of protection pedestrian with surrounding building, therefore it is widely used in the engineerings such as highway, railway slope, the protection of hydraulic engineering bunding, building surrounding, tunnel, mine.At present, retaining wall mainly has: gravity type, anchor rod type, cantilevered, buttress type, empty van formula and sheet pile formula etc..
The such as utility model patent of Application No. 201210378759.4 discloses a kind of combination type weight retaining wall, and retaining wall includes that lower wall body and upper wall body, lower wall body are 2-3:1 with the aspect ratio of upper wall body；Upper wall body by the base plate as weight platform and is constituted with base plate riser integrally；Riser and angle α≤90 ° of base plate；The gradient of lower wall body metope is 1:0.05-0.25；Lower wall body material is slurry section stone or cyclopean concrete；Upper wall body material is armored concrete or fiber concrete；Counterfort it is provided with between riser and base plate；Base plate lower surface face is provided with tenon or groove；The plug-connection structure that lower wall body end face is corresponding with base plate bottom tongue or groove；Base plate lower surface and lower wall body end face are Rough Horizontal Plane.
The patent of invention of Application No. 201310147171.2 discloses a kind of flexible self-supporting retaining wall, by cordage flexible material, sockets material, node connector and backfilling material and forms；Adjacent flexible fiber rope material is connected by node connector, constitute whole flexible mesh sheet of at least two-layer, and the node using the two ends socketing material to connect adjacent whole flexible mesh sheet carrys out fitting, and constitute before and after one drawing and center of gravity is partial to the stereochemical structure of the scope of operation, wherein fill backfilling material；At least two crossing grooves are had on node connector；Socketing material to be connected with node connector, refer to socket material and form continuous print " it " font between the node connector of interconnection both sides, it changes nyctitropic position in the groove of node connector.
The patent of invention of Application No. 201310706613.2 discloses engineering retaining wall in a kind of water, including concrete foundation, concrete wall and concrete wall, the cross section of concrete wall is triangular in shape, it is provided with framework of steel reinforcement in concrete walls body, concrete wall domatic on though to be disposed with sand bedding course from bottom to top be bed course and block stone layer, block stone layer has multiple blocks of stones to be mutually spliced, and block stone layer is provided with corrosion-resistant soil layer；It is provided with green layer on corrosion-resistant soil layer, being provided with tissue layer between corrosion-resistant soil layer and green layer, concrete wall top is provided with Hua Chi, and flower is provided with osculum bottom pond, concrete wall top is horizontally disposed spout hole, and osculum is interconnected with spout hole；Block stone is hexagonal, and hexagon Kuai Shi center offers circular hole or two slotted holes being parallel to each other.
The utility model patent of Application No. 201520594240.9 discloses a kind of retaining wall, including retaining wall body, the lower end connecting support seat of retaining wall body and retaining wall body and the minimum angle supported between seat plate less than 90, upper end connects the protective block having gear soil, support and be evenly arranged with for increasing and the projection of frictional force between ground by antermarginal surrounding on the bottom surface of seat, its end face is the most equidistantly provided with at least three for the column buried by earth；The bottom of retaining wall body is provided with apopore and both sides are provided with effluent trough；Between protective block, rectangle fixed block it is provided with at support seat on retaining wall body；One end of fixed block is provided with at least two for the column buried；Retaining wall body, support seat and protective block are precast member for reinforcing bar concrete；Retaining wall body is correspondingly provided with two apopores in the horizontal direction, and the axis of two apopores and the line of symmetry of effluent trough are positioned in same level；The one side supporting seat is provided with at least three boss, and another side is provided with the boss groove matched with boss；Retaining wall body and the minimum angle supported between seat are 80-86 degree.
At the retaining wall of non-hydraulic engineering, the wall body drainage problem of retaining wall always affects the key factor of wall stability, discharges the phenomenon causing retaining wall spalling to deform or even to topple the most in time due to the water in the wall soil body the most universal.
For this problem, a kind of retaining wall as disclosed in the utility model patent of Application No. 201520594240.9, prior art is in order to prevent the problem of spalling because of water, and the drainage measure of barricade has wall body spilled water hole, wall back of the body loaded filter and bottom clay pan.The design of spilled water hole as described in Figure 1, including body of wall 01, is provided with spilled water hole 02 in body of wall 01, the side of body of wall 01 is provided with loaded filter 03, and the top and bottom of loaded filter 03 are provided with clay blanket 04.The design of this structure not only causes retaining wall construction complexity, long construction period；Even and if devise spilled water hole, water in retaining wall all can not be discharged；And in long process, spilled water hole 02 there is also the situation of blocking, further results in the situation of the swollen water of retaining wall；Thus cause stability of retaining wall poor.
Utility model content
Construction complexity, long construction period that this utility model exists to solve existing retaining wall, cost is high and spilled water hole easily blocks, and still can not all be discharged by the water in retaining wall and the problem that causes retaining wall instability；And a kind of infiltration retaining wall is provided, antiskid, antidumping performance are as existing retaining wall performance, it is possible to reduce the difficulty of construction of retaining wall, cycle and cost；This utility model has the function that Auto-drainage sluices simultaneously, improves the stability of retaining wall.
For solving above-mentioned technical problem, this utility model be the technical scheme is that
A kind of infiltration retaining wall, including retaining wall body, it is characterized in that, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall.
Described retaining wall top includes the first side and the second side, and the angle of inclination of described first side is more than the angle of inclination of the second side.
By first, bottom surface, second, the 3rd and fourth face successively around forming bottom described retaining wall, described sand-gravel cushion is arranged on the lower section of bottom surface；The angle of inclination of described first is identical with the angle of inclination of the first side；The angle of inclination of described fourth face is identical with the angle of inclination of the second side.
The length of described bottom surface is more than the distance between the first side and the second side, and described second is mutually perpendicular to horizontal plane；Described 3rd connection is connected between fourth face and second.
Described bottom surface is inclined plane, and is less than and second position being connected with first position being connected.
Described retaining wall top be internally provided with cylindrical hole or oval post holes, described cylindrical hole or the axis of oval post holes and the first side is parallel to each other.
Described retaining wall top be internally provided with the mutual spaced cylindrical hole of multilamellar or oval post holes, be positioned at the cylindrical hole on upper strata or the size of oval post holes more than cylindrical hole or the size of oval post holes being positioned at lower floor.
It is filled with freeze proof granule in described cylindrical hole or oval post holes.
Compared with prior art, this utility model has the advantages that
Infiltration retaining wall of the present utility model includes retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall.This utility model uses and can the C15-C30 concreting of Automatic-seepage water form, during construction, it is not necessary to arrange spilled water hole, loaded filter and clay blanket；Compared to existing technology, it is possible to reduce the difficulty of construction, shorten construction period, thus reduce the cost of construction；This utility model can have the function of Automatic-seepage water simultaneously, it is possible to is got rid of in time by the water in retaining wall, has environmental protection, the feature little on the impact of periphery hydrologic condition；Improve the stability of retaining wall.
Accompanying drawing explanation
Fig. 1 is the structural representation of existing retaining wall；
Fig. 2 is the structural representation of this utility model one embodiment；
Fig. 3 is another the structural representation of embodiment of this utility model；
Labelling in figure: 01, body of wall, 02, spilled water hole 02,03, loaded filter, 04, clay blanket, 1, retaining wall top, 2, bottom retaining wall, 3, sand-gravel cushion, the 4, first side, the 5, second side, 6, first, 7, bottom surface, 8, second, 9, the 3rd, 10, fourth face, 11, cylindrical hole, 12, freeze proof granule.
Detailed description of the invention
Below in conjunction with embodiment, the utility model will be further described, and described embodiment is only a part of embodiment of this utility model, is not whole embodiments.Based on the embodiment in this utility model, those of ordinary skill in the art obtained under not making creative work premise other used by embodiment, broadly fall into protection domain of the present utility model.
In conjunction with accompanying drawing, infiltration retaining wall of the present utility model includes retaining wall body, described retaining wall body includes bottom retaining wall top 1 and retaining wall 2, bottom described retaining wall, 2 bury in the earth formation, bottom described retaining wall, 2 are provided with sand-gravel cushion 3, and bottom described retaining wall top 1 and retaining wall, 2 are formed by C15-C30 concreting.Wherein 2 can also be structure as a whole, by pouring one-shot forming bottom retaining wall top 1 and retaining wall.This utility model uses and can the C15-C30 concreting of Automatic-seepage water form, during construction, it is not necessary to arrange spilled water hole, loaded filter and clay blanket；Compared to existing technology, it is possible to reduce the difficulty of construction, shorten construction period, thus reduce the cost of construction；This utility model can have the function of Automatic-seepage water simultaneously, it is possible to is got rid of in time by the water in retaining wall, has environmental protection, the feature little on the impact of periphery hydrologic condition；Improve the stability of retaining wall.
Retaining wall top of the present utility model includes the first side 4 and the second side 5, and the angle of inclination of described first side 4 is more than the angle of inclination of the second side 5.Wherein, the first side 4 and the second side 5 tilt oblique slope body, it is simple to improve intensity of the present utility model.
By the first face 6, face 9, the 7, second face the 8, the 3rd, bottom surface and fourth face 10 successively around forming bottom described retaining wall, described sand-gravel cushion 3 is arranged on the lower section of bottom surface 7；The angle of inclination in described first face 6 is identical with the angle of inclination of the first side 4；The angle of inclination of described fourth face 10 is identical with the angle of inclination of the second side 5；The length of described bottom surface 7 is more than the distance between the first side 4 and the second side 5, and described second face 8 is mutually perpendicular to horizontal plane；Described 3rd face 9 connection is connected between fourth face 10 and the second face 8.Further, bottom surface 7 of the present utility model is inclined plane, and the position being connected with the first face 6 is less than the position being connected with the second face 8.Structure design bottom retaining wall top of the present utility model and retaining wall, compared to prior art, under equal conditions, has the advantages that intensity is high.
Own wt and the freezing tolerance of enhancing retaining wall for the retaining wall that economizes in raw materials, reduces, retaining wall top 1 of the present utility model be internally provided with cylindrical hole 11 or oval post holes, described cylindrical hole or the axis of oval post holes and the first side is parallel to each other.Preferably, described retaining wall top 1 be internally provided with the mutual spaced cylindrical hole 11 of multilamellar or oval post holes, be positioned at the cylindrical hole 11 on upper strata or the size of oval post holes more than cylindrical hole 11 or the size of oval post holes being positioned at lower floor；It is filled with freeze proof granule 12 in described cylindrical hole 11 or oval post holes.
Embodiment one
The infiltration retaining wall of the present embodiment, including retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall.
Embodiment two
The infiltration retaining wall of the present embodiment, including retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall；Described retaining wall top includes the first side and the second side, and the angle of inclination of described first side is more than the angle of inclination of the second side.
Embodiment three
The infiltration retaining wall of the present embodiment, including retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall；Described retaining wall top includes the first side and the second side, and the angle of inclination of described first side is more than the angle of inclination of the second side；By first, bottom surface, second, the 3rd and fourth face successively around forming bottom described retaining wall, described sand-gravel cushion is arranged on the lower section of bottom surface；The angle of inclination of described first is identical with the angle of inclination of the first side；The angle of inclination of described fourth face is identical with the angle of inclination of the second side.
Embodiment four
The infiltration retaining wall of the present embodiment, including retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall；Described retaining wall top includes the first side and the second side, and the angle of inclination of described first side is more than the angle of inclination of the second side；By first, bottom surface, second, the 3rd and fourth face successively around forming bottom described retaining wall, described sand-gravel cushion is arranged on the lower section of bottom surface；The angle of inclination of described first is identical with the angle of inclination of the first side；The angle of inclination of described fourth face is identical with the angle of inclination of the second side；The length of described bottom surface is more than the distance between the first side and the second side, and described second is mutually perpendicular to horizontal plane；Described 3rd connection is connected between fourth face and second.
Embodiment five
The infiltration retaining wall of the present embodiment, including retaining wall body, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall；Described retaining wall top includes the first side and the second side, and the angle of inclination of described first side is more than the angle of inclination of the second side；By first, bottom surface, second, the 3rd and fourth face successively around forming bottom described retaining wall, described sand-gravel cushion is arranged on the lower section of bottom surface；The angle of inclination of described first is identical with the angle of inclination of the first side；The angle of inclination of described fourth face is identical with the angle of inclination of the second side；The length of described bottom surface is more than the distance between the first side and the second side, and described second is mutually perpendicular to horizontal plane；Described 3rd connection is connected between fourth face and second；Described bottom surface is inclined plane, and is less than and second position being connected with first position being connected.
Embodiment six
On the basis of any of the above-described embodiment, described retaining wall top be internally provided with cylindrical hole or oval post holes, described cylindrical hole or the axis of oval post holes and the first side is parallel to each other.
Embodiment seven
On the basis of embodiment six, described retaining wall top be internally provided with the mutual spaced cylindrical hole of multilamellar or oval post holes, be positioned at the cylindrical hole on upper strata or the size of oval post holes more than cylindrical hole or the size of oval post holes being positioned at lower floor.
Embodiment eight
On the basis of embodiment six or embodiment seven, in described cylindrical hole or oval post holes, it is filled with freeze proof granule.
Claims (8)
1. an infiltration retaining wall, including retaining wall body, it is characterized in that, described retaining wall body includes bottom retaining wall top and retaining wall, bury in the earth formation bottom described retaining wall, it is provided with sand-gravel cushion bottom described retaining wall, is formed by C15-C30 concreting bottom described retaining wall top and retaining wall.
Infiltration retaining wall the most according to claim 1, it is characterised in that described retaining wall top includes the first side and the second side, the angle of inclination of described first side is more than the angle of inclination of the second side.
Infiltration retaining wall the most according to claim 2, it is characterised in that by first, bottom surface, second, the 3rd and fourth face successively around forming bottom described retaining wall, described sand-gravel cushion is arranged on the lower section of bottom surface；The angle of inclination of described first is identical with the angle of inclination of the first side；The angle of inclination of described fourth face is identical with the angle of inclination of the second side.
Infiltration retaining wall the most according to claim 3, it is characterised in that the length of described bottom surface is more than the distance between the first side and the second side, and described second is mutually perpendicular to horizontal plane；Described 3rd connection is connected between fourth face and second.
Infiltration retaining wall the most according to claim 4, it is characterised in that described bottom surface is inclined plane, and be less than and second position being connected with first position being connected.
Infiltration retaining wall the most according to claim 1, it is characterised in that described retaining wall top be internally provided with cylindrical hole or oval post holes, described cylindrical hole or the axis of oval post holes and the first side is parallel to each other.
Infiltration retaining wall the most according to claim 6, it is characterized in that, described retaining wall top be internally provided with the mutual spaced cylindrical hole of multilamellar or oval post holes, be positioned at the cylindrical hole on upper strata or the size of oval post holes more than cylindrical hole or the size of oval post holes being positioned at lower floor.
8. according to the infiltration retaining wall described in claim 6 or 7, it is characterised in that be filled with freeze proof granule in described cylindrical hole or oval post holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620311251.6U CN205502065U (en) | 2016-04-14 | 2016-04-14 | Infiltration retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620311251.6U CN205502065U (en) | 2016-04-14 | 2016-04-14 | Infiltration retaining wall |
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| CN205502065U true CN205502065U (en) | 2016-08-24 |
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| CN201620311251.6U Active CN205502065U (en) | 2016-04-14 | 2016-04-14 | Infiltration retaining wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984218A (en) * | 2019-12-30 | 2020-04-10 | 北京中景橙石科技股份有限公司 | Construction process for one-time pouring of decorative concrete retaining wall in wading |
-
2016
- 2016-04-14 CN CN201620311251.6U patent/CN205502065U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984218A (en) * | 2019-12-30 | 2020-04-10 | 北京中景橙石科技股份有限公司 | Construction process for one-time pouring of decorative concrete retaining wall in wading |
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| GR01 | Patent grant |