CN218175733U - High-strength retaining wall - Google Patents
High-strength retaining wall Download PDFInfo
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- CN218175733U CN218175733U CN202222791469.4U CN202222791469U CN218175733U CN 218175733 U CN218175733 U CN 218175733U CN 202222791469 U CN202222791469 U CN 202222791469U CN 218175733 U CN218175733 U CN 218175733U
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Abstract
The utility model relates to a hydraulic engineering technical field just discloses high strength retaining wall, including dam body main part, concrete mounting base, drainage derivation groove, stone basic unit, waterproof corrosion-resistant layer, concrete back up coat, grafting mounting base, the brick body lay layer and waterproof soil erosion layer, concrete mounting base pours the bottom of installing in dam body main part side. The utility model discloses a, stone basic unit has been laid in proper order through the top to the side of dam body main part, waterproof corrosion resistant layer and concrete back up coat, stone basic unit has foundation stabilization and water source conductivity, the water source can be derived the groove by the drainage of bottom and discharge, waterproof corrosion resistant layer cooperation concrete back up coat, waterproof anticorrosion and durability have, waterproof soil loss layer has been laid at the top that the layer was laid to the brick body, stably lock water and lock soil, the difficult circumstances such as taking place soil erosion and water loss, it is better with the mediation ability to make the device water source anticorrosion, the durability is stronger, and intensity is higher relatively, the disaster resistance ability is excellent relatively, the security is better.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field specifically is high strength retaining wall.
Background
Hydraulic engineering is an engineering for guiding the currently known natural water source by artificially building facilities, achieves the effects of irrigation, flood control and the like, and is mainly used for benefiting mankind and protecting natural water resources. At present at the in-process of some hydraulic engineering building construction, in order to play good flood control effect, can set up the stability that retaining wall strengthened the soil slope.
Current hydraulic engineering retaining wall is various, but generally has the shortcoming that the practicality is low, because environmental change is various, factors such as wind-force, rivers and insect disasters, its dam body is inside easily to cause infiltration ponding, causes serious corrosion to the retaining wall, influences its durability and life, easily causes accident such as collapse when great calamity, and the security is not high enough with the durability, and we provide high strength retaining wall for this reason and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
To prior art not enough, the utility model provides a high strength retaining wall possesses the water source and anticorrosives better with mediation ability, and the durability is stronger, and intensity is higher relatively, and the disaster resistance ability is excellent relatively, and the security advantage such as better has solved the inside infiltration ponding that easily causes of current dam body, causes serious corrosion to the retaining wall, influences its durability and life, security and durability not high enough problem.
(II) technical scheme
For realizing that above-mentioned water source anticorrosion is better with the mediation ability, the durability is stronger, and intensity is higher relatively, and the anti-disaster ability is excellent relatively, the better purpose of security, the utility model provides a following technical scheme: the high-strength retaining wall comprises a dam body, a concrete mounting base, a drainage guide groove, a stone base layer, a waterproof corrosion-resistant layer, a concrete reinforcing layer, a splicing mounting base, a brick laying layer and a waterproof soil loss layer;
the concrete mounting base is arranged at the bottom of the side face of the dam body in a pouring mode, the drainage guide groove is formed in the inner side and the top face of the concrete mounting base and communicated with the stone base layer, and the stone base layer, the waterproof corrosion-resistant layer and the concrete reinforcing layer are sequentially laid at the top of the side face of the dam body from bottom to top;
the waterproof concrete structure is characterized in that the inserting mounting base is inserted and mounted at the top of the concrete mounting base, the brick body laying layer is laid at the top of the concrete reinforcing layer, and the waterproof soil loss layer is laid at the top of the brick body laying layer.
Preferably, the stone base layer is formed by paving a river sand layer and a gravel layer, and the river sand layer is positioned below the gravel layer.
Preferably, the top of the concrete installation base is provided with a fixed installation groove, and the bottom of the insertion installation base is inserted into the top of the fixed installation groove.
Preferably, the brick body laying layer is formed by mutually laying and combining a plurality of groups of special-shaped bricks, and the whole brick body laying layer is inclined.
Preferably, the water and soil loss prevention layer is composed of a soil layer and a grass planting greening layer, the soil layer is laid on the top of the brick laying layer, and the grass planting greening layer is arranged on the top of the soil layer.
Preferably, a water and soil loss prevention net is laid above the grass greening layer.
Preferably, the anti-toppling column is installed at the bottom of the concrete installation base in a prefabricated mode.
Preferably, a sand and stone anti-loss net is arranged between the stone base layer and the drainage guide groove.
(III) advantageous effects
Compared with the prior art, the utility model provides a high strength retaining wall possesses following beneficial effect:
1. this high strength retaining wall, bottom through side at the dam body main part is provided with the concrete mounting base, must prevent the waterproof soil loss ability in the side of collapsing have, the stone basic unit has been laid in proper order to the top of dam body main part side, waterproof corrosion resistant layer and concrete back up coat, the stone basic unit has the foundation reinforcement ability, and water source water conservancy diversion nature is better, be difficult for causing the water source siltation, the water source can be derived the groove by the drainage of bottom and discharged, the water source at the dam body top can be discharged in the drainage derivation groove at top, thereby water source water conservancy diversion effect is better, it is better to make device water source anticorrosion and dredging ability.
2. This high strength retaining wall, have better waterproof anticorrosion ability through setting up waterproof corrosion-resistant layer, the concrete back up coat has the effect that tolerance and durability are stronger, grafting mounting base can stable installation in concrete mounting base's top, it can stable pavement in grafting mounting base department to make the brick body lay the layer, thereby make the brick body lay the layer and can carry out stable installation, and be difficult for taking place ponding phenomenon between the brick body, waterproof soil loss layer has been laid at the top that the layer was laid to the brick body, constitute by soil horizon and grass planting afforestation layer, stably lock water and lock soil, difficult circumstances such as taking place soil erosion and water loss, it is stronger to make the device durability, and intensity is higher relatively, the disaster resistance ability is excellent relatively, the security is better.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic sectional view of the front view of the structure of the present invention;
FIG. 3 is an enlarged view of the structure A of FIG. 1 according to the present invention;
fig. 4 is a three-dimensional schematic view of the layer structure laid by the bricks of the utility model.
In the figure: 1. a dam body; 2. a concrete mounting base; 3. a drainage lead-out trough; 4. a stone substrate; 5. a waterproof corrosion-resistant layer; 6. a concrete reinforcement layer; 7. inserting and mounting a base; 8. laying a brick body layer; 9. a soil erosion prevention layer; 901. a soil layer; 902. a lawn greening layer; 10. fixing the mounting groove; 11. a water and soil loss prevention net; 12. an anti-toppling cylinder; 13. sandstone anti-loss net.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, the high-strength retaining wall includes a dam body 1, a concrete installation base 2, a drainage guide channel 3, a stone base layer 4, a waterproof corrosion-resistant layer 5, a concrete reinforcing layer 6, a plugging installation base 7, a brick laying layer 8 and a waterproof soil loss layer 9;
the concrete installation base 2 is installed at the bottom of the side face of the dam body 1 in a pouring mode, the drainage guide grooves 3 are formed in the inner side and the top face of the concrete installation base 2, the drainage guide grooves 3 are communicated with the stone base layer 4, and the stone base layer 4, the waterproof corrosion-resistant layer 5 and the concrete reinforcing layer 6 are sequentially laid at the top of the side face of the dam body 1 from bottom to top;
the inserting mounting base 7 is inserted and mounted at the top of the concrete mounting base 2, the brick laying layer 8 is laid at the top of the concrete reinforcing layer 6, and the waterproof soil loss layer 9 is laid at the top of the brick laying layer 8;
the scheme has the beneficial effects that: through having laid stone basic unit 4, waterproof corrosion resistant layer 5 and concrete back up coat 6 in proper order above dam body main part 1 side, stone basic unit 4 has foundation stabilization and water source conductivity, the water source can be discharged by the drainage derivation groove 3 of bottom, waterproof corrosion resistant layer 5 cooperates concrete back up coat 6, waterproof anticorrosion and durability have, waterproof soil loss layer 9 has been laid at the top that layer 8 was laid to the brick, the stable lock water lock soil, difficult circumstances such as taking place soil erosion and water loss, it is better to make the device water source anticorrosion and dredging ability, the durability is stronger, and intensity is relatively higher, the disaster resistance ability is relatively excellent, the security is better.
Furthermore, the stone base layer 4 is formed by paving a river sand layer and a gravel layer, wherein the river sand layer is positioned below the gravel layer;
the stone base layer 4 is formed by laying a river sand layer and a gravel layer, and the river sand layer is positioned below the gravel layer, so that the base body is relatively stable, and the durability is good.
Further, a fixed mounting groove 10 is formed in the top of the concrete mounting base 2, and the bottom of the plug-in mounting base 7 is plugged into the top of the fixed mounting groove 10;
through setting up fixed mounting groove 10, make grafting mounting base 7 accessible fixed mounting groove 10 stably peg graft and install in the top of concrete installation base 2, increased device installation convenience.
Further, the brick laying layer 8 is formed by mutually laying and combining a plurality of groups of special-shaped bricks, and the whole brick laying layer 8 is in an inclined shape;
lay layer 8 and lay the combination each other by multiunit special-shaped brick through setting up the brick body and form to make the brick body lay layer 8 whole lay closely relatively and convenient, increased the practicality of device.
Further, the soil erosion resistant layer 9 is composed of a soil layer 901 and a grass greening layer 902, the soil layer 901 is laid on the top of the brick laying layer 8, and the grass greening layer 902 is arranged on the top of the soil layer 901;
Further, a water and soil loss prevention net 11 is laid above the grass planting greening layer 902;
by arranging the waterproof soil loss net 11, the waterproof soil loss capability of the waterproof soil loss layer 9 is further improved, and the auxiliary anti-collapse and landslide capability is achieved.
Further, an anti-toppling column body 12 is prefabricated and installed at the bottom of the concrete installation base 2;
through setting up anti-overturning cylinder 12, can play the effect of supplementary fixed to concrete installation base 2, increase the practicality of device.
Furthermore, a sand and stone anti-loss net 13 is arranged between the stone base layer 4 and the drainage guide groove 3;
through setting up grit and preventing running off net 13, ooze the water source in making stone basic unit 4, when leading water by drainage guide groove 3, the grit of its prevents that running off net 13 can prevent the condition such as grit loss to make the inside ground of dykes and dams remain stable all the time, the durability is better.
It should be noted that each device in the present application is a common device in the market, and can be selected according to the requirement when in specific use, and the circuit connection relationship of each device all belongs to a simple series and parallel connection circuit, and there is no innovation point in the circuit connection, and those skilled in the art can easily implement the circuit connection, and belong to the prior art, and are not described again.
The working principle is as follows: the concrete installation base 2 is arranged at the bottom of the side face of the dam body 1 and has certain anti-collapse waterproof and anti-soil-loss capacity, the stone base layer 4, the waterproof and anti-corrosion layer 5 and the concrete reinforcing layer 6 are sequentially paved above the side face of the dam body 1, the stone base layer 4 has foundation reinforcing capacity and good water source conductivity and is not easy to cause water source siltation, water source can be discharged from the bottom drainage guide groove 3, the top drainage guide groove 3 can be discharged from the water source at the top of the dam body, so that the water source flow guiding effect is good, the waterproof and anti-corrosion layer 5 has good waterproof and anti-corrosion capacity, the concrete reinforcing layer 6 has strong tolerance and durability effects, and the plug-in installation base 7 can be stably installed above the concrete installation base 2, make the brick body lay layer 8 can stably lay in grafting mounting base 7 department, thereby make the brick body lay layer 8 can stably install, and be difficult for taking place the ponding phenomenon between the brick body, waterproof soil erosion layer 9 has been laid at the top that the layer 8 was laid to the brick body, constitute by soil horizon 901 and grass planting afforestation layer 902, stably lock water and lock soil, the difficult circumstances such as soil erosion that takes place, it is better to make the device water source anticorrosion and dredging ability, the durability is stronger, and intensity is relatively higher, disaster resistance ability is excellent relatively, the security is better, solve the inside infiltration ponding that easily causes of current dam body, cause serious corrosion to the retaining wall, influence its durability and life, security and durability are not high enough problem.
It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising one of 8230; \8230;" 8230; "does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. High strength retaining wall, its characterized in that: the dam comprises a dam body (1), a concrete mounting base (2), a drainage guide groove (3), a stone base layer (4), a waterproof corrosion-resistant layer (5), a concrete reinforcing layer (6), an inserting mounting base (7), a brick laying layer (8) and a waterproof soil loss layer (9);
the concrete installation base (2) is installed at the bottom of the side face of the dam body (1) in a pouring mode, the drainage guide grooves (3) are formed in the inner side and the top face of the concrete installation base (2), the drainage guide grooves (3) are communicated with the stone base layer (4), and the stone base layer (4), the waterproof corrosion-resistant layer (5) and the concrete reinforcing layer (6) are sequentially laid at the top of the side face of the dam body (1) from bottom to top;
the concrete reinforcing layer is characterized in that the inserting mounting base (7) is inserted and mounted at the top of the concrete mounting base (2), the brick body laying layer (8) is laid at the top of the concrete reinforcing layer (6), and the waterproof soil loss layer (9) is laid at the top of the brick body laying layer (8).
2. A high-strength retaining wall according to claim 1, characterized in that: the stone base layer (4) is formed by paving a river sand layer and a gravel layer, and the river sand layer is positioned below the gravel layer.
3. A high strength retaining wall according to claim 1, characterized in that: the concrete installation base (2) is provided with a fixed installation groove (10) at the top, and the bottom of the plug-in installation base (7) is plugged in the top of the fixed installation groove (10).
4. A high strength retaining wall according to claim 1, characterized in that: the brick body laying layer (8) is formed by mutually laying and combining a plurality of groups of special-shaped bricks, and the whole brick body laying layer (8) is inclined.
5. A high strength retaining wall according to claim 1, characterized in that: the water and soil loss prevention layer (9) is composed of a soil layer (901) and a grass planting greening layer (902), the soil layer (901) is laid on the top of the brick laying layer (8), and the grass planting greening layer (902) is arranged on the top of the soil layer (901).
6. A high strength retaining wall according to claim 5, characterized in that: and a water and soil loss prevention net (11) is laid above the grass planting greening layer (902).
7. A high strength retaining wall according to claim 1, characterized in that: and an anti-toppling column body (12) is prefabricated and installed at the bottom of the concrete installation base (2).
8. A high-strength retaining wall according to claim 1, characterized in that: a sand and stone anti-loss net (13) is arranged between the stone base layer (4) and the drainage guide groove (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222791469.4U CN218175733U (en) | 2022-10-21 | 2022-10-21 | High-strength retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222791469.4U CN218175733U (en) | 2022-10-21 | 2022-10-21 | High-strength retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218175733U true CN218175733U (en) | 2022-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222791469.4U Active CN218175733U (en) | 2022-10-21 | 2022-10-21 | High-strength retaining wall |
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| Country | Link |
|---|---|
| CN (1) | CN218175733U (en) |
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2022
- 2022-10-21 CN CN202222791469.4U patent/CN218175733U/en active Active
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