CN211113729U - Retaining wall for hydraulic engineering - Google Patents
Retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN211113729U CN211113729U CN201921582795.6U CN201921582795U CN211113729U CN 211113729 U CN211113729 U CN 211113729U CN 201921582795 U CN201921582795 U CN 201921582795U CN 211113729 U CN211113729 U CN 211113729U
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- concrete wall
- groove
- base plate
- retaining wall
- wall
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Abstract
The utility model belongs to the technical field of retaining wall, especially a retaining wall for hydraulic engineering, including the base plate, the fixed concrete wall that is equipped with in top of base plate, one side of concrete wall is provided with a plurality of arms, a plurality of the arm of holding up set up along the lateral wall of concrete wall side by side, one side that the lateral wall of concrete wall kept away from the arm of holding up is fixed and is equipped with a plurality of anchorage bars, a plurality of the anchorage bars are along the lateral wall of concrete wall is the rectangle array setting, a plurality of fixed orificess have all been seted up at the both ends of concrete wall; through setting up the anchorage bar, improved the fastness of concrete wall body installation, prevent because it needs to pour the base plate great more firm, reduced the area occupied in soil, through setting up, first recess and second recess, can realize modular equipment to the retaining wall, improved the construction speed of retaining wall in hydraulic engineering, shorten the time limit for a project of building.
Description
Technical Field
The utility model relates to a retaining wall technical field especially relates to a retaining wall for hydraulic engineering.
Background
The retaining wall is a fixed building which supports a hillside soil body and prevents the filled soil or the soil body from deforming and destabilizing, and is widely applied as an important building in the hydraulic engineering in order to ensure the living environment of people and make the trip more convenient along with the continuous development of the capital construction process in China.
The used retaining wall of traditional hydraulic engineering need pour the base great for letting it stabilize more, and area is great to can lead to a large amount of lands to be used, extravagant land resource, and in hydraulic engineering's construction, time shortage must accomplish the time limit in the regulation time, but traditional retaining wall is built and is spent the time overlength.
In order to solve the problem, the application provides a retaining wall for hydraulic engineering.
SUMMERY OF THE UTILITY MODEL
Objects of the invention
In order to solve the technical problems existing in the background technology, the utility model provides a retaining wall for hydraulic engineering, a base plate and a support arm are placed on the position to be built, the side surface of a concrete wall body provided with a fastening rod is used for bearing when the hillside soil body collapses, the support arm positioned on one side of the concrete wall body can assist the support work of the concrete wall body, a plurality of groups of fastening rods are arranged along the outer side wall of the concrete wall body in a rectangular array manner, the fastening rods are directly embedded into the soil during construction, and the fastening rods are arranged along the horizontal line in an inclined manner, thereby improving the firmness of the installation of the concrete wall body, preventing the base plate from being cast to be larger because the base plate is more stable, reducing the occupied area of the soil, when the construction is carried out, a first lug and a second lug of one group of base plates are respectively inserted into a first groove and a second groove of the other group of base plates in sequence, the second groove is a cuboid groove, the utility model is convenient for the second lug to be inserted and the whole building to be aligned, one side of the first lug is a trapezoidal cross section, and one end of the first lug is gradually reduced along the length of one end of the base plate, after the first lug is inserted, a plurality of groups of retaining walls are combined together, the first lug and the second lug are inserted into the first groove and the second groove, simultaneously, the steel bar framework is inserted into the fixing holes of the two groups of retaining walls, in order to improve the structural stability, after the insertion, the connection part of the two groups of retaining walls is poured once, under the matching of the fixing holes, the first groove and the second groove, the modular assembly of the retaining walls can be realized, on one hand, the construction speed of the retaining walls in the hydraulic engineering is improved, the construction period is shortened, on the other hand, the manpower resources required in the construction are also reduced, the utility model discloses a fastening rod is arranged, the mounting firmness of the concrete wall body is improved, prevent because let it more firm need pour the base plate great, reduced the area occupied of soil, through setting up, first recess and second recess, can realize modular equipment to the retaining wall, improve the construction speed of retaining wall in hydraulic engineering on the one hand, shorten the time limit for a project of building, on the other hand has also reduced required manpower resources in the construction.
(II) technical scheme
In order to solve the problems, the utility model provides a retaining wall for hydraulic engineering, which comprises a base plate, wherein a concrete wall body is fixedly arranged at the top of the base plate, one side of the concrete wall body is provided with a plurality of holding arms, the holding arms are arranged in parallel along the outer side wall of the concrete wall body, one side of the outer side wall of the concrete wall body, which is far away from the holding arms, is fixedly provided with a plurality of fastening rods, the fastening rods are arranged along the outer side wall of the concrete wall body in a rectangular array, both ends of the concrete wall body are respectively provided with a plurality of fixing holes, the fixing holes are vertically arranged along the axis of the concrete wall body, one end of the base plate is fixedly provided with a first lug, one side of the first lug is of a trapezoidal cross section, one end of the first lug is gradually reduced along the length of one end of the base plate, one end of the base plate is positioned below the first lug and is fixedly provided with a second, the other end of the substrate is provided with a first groove, and a second groove is formed below the first groove.
Preferably, the number of the first grooves and the second grooves is a plurality, the plurality of first grooves and the plurality of second grooves are arranged at intervals along a horizontal line, and the first grooves are communicated with the outside.
Preferably, the number of the first bumps and the second bumps is several, and the first bumps and the second bumps are arranged at intervals along a horizontal line.
Preferably, the first protrusion is matched with the first groove, and the second protrusion is matched with the second groove.
Preferably, the fastening rod is disposed to be inclined along a horizontal line, and the inclination angle of the fastening rod is 25 ° to 45 °.
The above technical scheme of the utility model has following profitable technological effect:
since the technical scheme is used, the utility model discloses a set up the anchorage bar, improved the fastness of concrete wall body installation, prevent because it needs to pour the base plate great to let it stabilize more, reduced the area occupied of soil, through setting up, first recess and second recess, can realize modular equipment to the retaining wall, improve the construction speed of retaining wall in hydraulic engineering on the one hand, shorten the time limit for a project of building, on the other hand has also reduced required manpower resources in the construction.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of one side of the substrate of the present invention;
fig. 3 is a schematic structural diagram of the other side of the middle substrate according to the present invention.
Reference numerals:
1. a substrate; 2. an arm rest; 3. a concrete wall; 4. a fastening rod; 5. a fixing hole; 6. a first groove; 7. a second groove; 8. a first bump; 9. and a second bump.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in detail with reference to the accompanying drawings. It should be understood that the description is intended to be illustrative only and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
As shown in fig. 1-3, the retaining wall for hydraulic engineering provided by the present invention comprises a base plate 1, a concrete wall 3 is fixed on the top of the base plate 1, a plurality of arms 2 are disposed on one side of the concrete wall 3, the plurality of arms 2 are disposed along the outer sidewall of the concrete wall 3 in parallel, as for this embodiment, when the hillside soil collapses, the side of the concrete wall 3 where the fastening rods 4 are disposed is used for bearing, the arm 2 located on one side of the concrete wall 3 can assist the supporting work of the concrete wall 3, a plurality of fastening rods 4 are fixed on one side of the outer sidewall of the concrete wall 3 away from the arms 2, a plurality of fastening rods 4 are disposed along the outer sidewall of the concrete wall 3 in a rectangular array, as for this embodiment, a plurality of sets of fastening rods 4 are disposed along the outer sidewall of the concrete wall 3 in a rectangular array, the fastening rods 4 are directly embedded into soil during construction, the fastening rods 4 are obliquely arranged along a horizontal line, the installation firmness of the concrete wall 3 is improved, the situation that the base plate 1 needs to be poured into a larger ground due to more stability is prevented, the occupied area of the ground is reduced, a plurality of fixing holes 5 are formed in the two ends of the concrete wall 3, the fixing holes 5 are vertically arranged along the axis of the concrete wall 3, a first lug 8 is fixedly arranged at one end of the base plate 1, one side of the first lug 8 is of a trapezoidal cross section, one end of the first lug 8 is gradually reduced along the length of one end of the base plate 1, a second lug 9 is fixedly arranged below the first lug 8 at one end of the base plate 1, a first groove 6 is formed in the other end of the base plate 1, and a second groove 7 is formed below the first groove 6, as the embodiment, during construction, the first projection 8 and the second projection 9 of one group of the base plate 1 are respectively inserted into the first groove 6 and the second groove 7 of the other group, the second groove 7 is a cuboid groove, so that the second projection 9 can be conveniently inserted into and aligned with the whole building, one side of the first projection 8 is a trapezoidal cross section, and one end of the first projection 8 is gradually reduced along the length of one end of the base plate 1, after the first projection 8 is inserted, a plurality of groups of retaining walls are combined together, the first projection 8 and the second projection 9 are inserted into the first groove 6 and the second groove 7, simultaneously, the steel reinforcement framework is inserted into the fixing holes 5 of the two groups of retaining walls, in order to improve the structural stability, after the insertion, a pouring operation is performed at the joint of the two groups of retaining walls, under the cooperation of the fixing holes 5, the first groove 6 and the second groove 7, the retaining wall can be assembled in a modularized manner.
The utility model discloses in, through setting up anchorage bar 4, the fastness of 3 installations of concrete wall has been improved, prevent because it needs to pour base plate 1 great to let it stabilize more, the area occupied of soil has been reduced, through the fixed orifices 5 that set up, first recess 6 and second recess 7, can realize modular equipment to the retaining wall, improve the construction speed of retaining wall in hydraulic engineering on the one hand, shorten the time limit for a project of building, on the other hand has also reduced required manpower resources in the construction.
FIG. 2 is a schematic structural view of one side of the substrate of the present invention;
as shown in fig. 2, the number of the first grooves 6 and the second grooves 7 is several, and the first grooves 6 and the second grooves 7 are arranged at intervals along a horizontal line, and the first grooves 6 are communicated with the outside.
It should be noted that, during construction, the first projection 8 and the second projection 9 of one group of the base plate 1 are respectively inserted into the first groove 6 and the second groove 7 of the other group in sequence, the second groove 7 is a cuboid groove, so that the second projection 9 can be conveniently inserted into the alignment of the whole building, one side of the first projection 8 is a trapezoidal cross section, one end of the first projection 8 is gradually reduced along the length of one end of the base plate 1, and after the first projection 8 is inserted, a plurality of groups of retaining walls are combined together.
Fig. 1 is a schematic structural view of the present invention;
FIG. 3 is a schematic view of the other side of the substrate according to the present invention;
as shown in fig. 1 and fig. 3, the number of the first bumps 8 and the second bumps 9 is several, and the first bumps 8 and the second bumps 9 are arranged at intervals along a horizontal line.
It should be noted that the number of the first bumps 8 and the second bumps 9 is several, and the first bumps 8 and the second bumps 9 are arranged at intervals along the horizontal line, so that the retaining wall can be assembled in a modularized manner under the cooperation of the fixing holes 5, the first bumps 8 and the second bumps 9, and the construction speed of the retaining wall in the hydraulic engineering is improved.
FIG. 2 is a schematic structural view of one side of the substrate of the present invention;
FIG. 3 is a schematic view of the other side of the substrate according to the present invention;
as shown in fig. 2 and 3, the first protrusion 8 is fitted into the first groove 6, and the second protrusion 9 is fitted into the second groove 7.
Fig. 1 is a schematic structural view of the present invention;
as shown in fig. 1, the fastening rod 4 is inclined along a horizontal line, and the inclination angle of the fastening rod 4 is 25 ° to 45 °.
It should be noted that, in fastening rod 4 directly buries earth when the construction, and fastening rod 4 sets up along the slope of water flat line, has improved the fastness of concrete wall 3 installation, prevents to pour base plate 1 great because let it stabilize more, has reduced the area occupied in soil.
The utility model discloses a theory of operation and use flow: when the retaining wall needs to be built in the hydraulic engineering construction, the base plate 1 and the supporting arms 2 are placed at the position needing to be built, when the hillside soil body collapses, the side face of the concrete wall body 3 provided with the fastening rods 4 is used for bearing, the supporting arms 2 positioned on one side of the concrete wall body 3 can assist the supporting work of the concrete wall body 3, the plurality of groups of fastening rods 4 are arranged along the outer side wall of the concrete wall body 3 in a rectangular array mode, the fastening rods 4 are directly embedded into soil in the construction process, the fastening rods 4 are obliquely arranged along a horizontal line, the mounting firmness of the concrete wall body 3 is improved, the base plate 1 is prevented from being poured to be larger due to more stability, the occupied area of the soil is reduced, when the construction is carried out, the first lug 8 and the second lug 9 of one group of base plates 1 are respectively inserted into the first groove 6 and the second groove 7 of the other group, the second groove 7 is a cuboid groove, the second bump 9 is convenient to be inserted and aligned with the whole building, one side of the first bump 8 is a trapezoidal cross section, and one end of the first bump 8 is gradually reduced along the length of one end of the base plate 1, after the first bump 8 is inserted, a plurality of groups of retaining walls are combined together, the first bump 8 and the second bump 9 are inserted into the first groove 6 and the second groove 7, simultaneously, the steel bar framework is inserted into the fixing holes 5 of the two groups of retaining walls, in order to improve the structural stability, after the insertion, the once pouring operation is carried out at the connection part of the two groups of retaining walls, under the matching of the fixing holes 5, the first groove 6 and the second groove 7, the modular assembly of the retaining walls can be realized, on one hand, the construction speed of the retaining walls in the hydraulic engineering is improved, the construction period of the building is shortened, on the other hand, the manpower resources required in the construction are also reduced, by arranging the fastening rod 4, the fastness of 3 installations of concrete wall has been improved, prevent because it needs to pour base plate 1 great more firm, reduced the area occupied in soil, through the fixed orifices 5 that set up, first recess 6 and second recess 7, can realize modular equipment to the retaining wall, improve the construction speed of retaining wall in hydraulic engineering on the one hand, shorten the time limit for a project of building, on the other hand has also reduced required manpower resources in the construction.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (5)
1. The retaining wall for the hydraulic engineering is characterized by comprising a base plate (1), wherein a concrete wall body (3) is fixedly arranged at the top of the base plate (1), a plurality of supporting arms (2) are arranged on one side of the concrete wall body (3), the supporting arms (2) are arranged along the outer side wall of the concrete wall body (3) in parallel, a plurality of fastening rods (4) are fixedly arranged on one side, away from the supporting arms (2), of the outer side wall of the concrete wall body (3), the fastening rods (4) are arranged along the outer side wall of the concrete wall body (3) in a rectangular array manner, a plurality of fixing holes (5) are formed in two ends of the concrete wall body (3), the fixing holes (5) are vertically arranged along the axis of the concrete wall body (3), a first convex block (8) is fixedly arranged at one end of the base plate (1), and one side of the first convex block (8) is of a trapezoidal cross section, and one end of the first bump (8) is gradually reduced along the length of one end of the substrate (1), one end of the substrate (1) is positioned below the first bump (8) and is fixedly provided with a second bump (9), the other end of the substrate (1) is provided with a first groove (6), and a second groove (7) is arranged below the first groove (6).
2. The retaining wall for the water conservancy project according to claim 1, wherein the number of the first grooves (6) and the second grooves (7) is several, the first grooves (6) and the second grooves (7) are arranged at intervals along a horizontal line, and the first grooves (6) are communicated with the outside.
3. The retaining wall for water conservancy projects according to claim 1, wherein the number of the first projections (8) and the second projections (9) is several, and the first projections (8) and the second projections (9) are arranged at intervals along a horizontal line.
4. Retaining wall for hydraulic engineering according to claim 1, characterized in that said first projection (8) is adapted to said first groove (6) and said second projection (9) is adapted to said second groove (7).
5. Retaining wall for hydraulic engineering according to claim 1, characterized in that the fastening rods (4) are arranged inclined along a horizontal line, the angle of inclination of the fastening rods (4) being 25 ° to 45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921582795.6U CN211113729U (en) | 2019-09-22 | 2019-09-22 | Retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921582795.6U CN211113729U (en) | 2019-09-22 | 2019-09-22 | Retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211113729U true CN211113729U (en) | 2020-07-28 |
Family
ID=71696302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921582795.6U Expired - Fee Related CN211113729U (en) | 2019-09-22 | 2019-09-22 | Retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211113729U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737847A (en) * | 2021-09-09 | 2021-12-03 | 李乐 | Plate-type retaining wall and construction method thereof |
-
2019
- 2019-09-22 CN CN201921582795.6U patent/CN211113729U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737847A (en) * | 2021-09-09 | 2021-12-03 | 李乐 | Plate-type retaining wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200728 Termination date: 20210922 |