CN218322606U - Water conservancy and hydropower engineering bank wall - Google Patents
Water conservancy and hydropower engineering bank wall Download PDFInfo
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- CN218322606U CN218322606U CN202222447816.1U CN202222447816U CN218322606U CN 218322606 U CN218322606 U CN 218322606U CN 202222447816 U CN202222447816 U CN 202222447816U CN 218322606 U CN218322606 U CN 218322606U
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Abstract
The application discloses a water conservancy and hydropower engineering shore wall, which comprises a foundation layer, a pile body, a shore wall body and a reinforcing body; the pile body is positioned at the top end of the foundation layer, a steel column body is arranged in the pile body, the bottom end of the steel column body is deeply buried in the foundation layer, and a connecting hole is formed in the side face of the steel column body; the shore wall body is located adjacent two between the pile body, the inside reinforcing bar body that is equipped with of shore wall body, reinforcing bar body both ends block respectively in adjacent two inside the connecting hole, the equal rigid coupling in reinforcing bar body both ends side has spacing post, just spacing post block in the connecting hole is inboard. Be provided with the connecting hole in the side of steel cylinder body, be equipped with the reinforcing bar body simultaneously between two adjacent steel cylinder bodies, the both ends of the reinforcing bar body can run through two adjacent connecting holes respectively, can make spacing post block in the inside of steel cylinder body during rotatory reinforcing bar body, and the rethread is pour and to be connected the reinforcing bar body as an organic whole with the steel cylinder body, and the construction is comparatively simple.
Description
Technical Field
The application relates to the technical field of hydraulic and hydroelectric engineering, in particular to a hydraulic and hydroelectric engineering quay wall.
Background
In soft soil property area, can increase the bank wall in the both sides in river course usually, can effectively prevent the earth loss of both sides through increasing the bank wall, also can resist the storm tide, wave, rivers invasion and attack, also improved the life in river course, also can have certain protecting effect simultaneously, avoid appearing the emergence that children were drowned the phenomenon.
Traditional bank wall simple structure, the wholeness is not enough, the fracture phenomenon appears easily after long-term the use, and some bank walls stability at present are not enough simultaneously, lack auxiliary stay structure. Therefore, a water conservancy and hydropower engineering bank wall is provided aiming at the problems.
Disclosure of Invention
A water conservancy and hydropower engineering bank wall comprises a foundation layer, a pile body, a bank wall body and a reinforcing body;
the pile body is positioned at the top end of the foundation layer, a steel cylinder is arranged in the pile body, the bottom end of the steel cylinder is deeply buried in the foundation layer, and a connecting hole is formed in the side face of the steel cylinder; the shore wall body is positioned between two adjacent pile bodies, a steel bar body is arranged inside the shore wall body, two ends of the steel bar body are respectively clamped inside two adjacent connecting holes, the side surfaces of two ends of the steel bar body are fixedly connected with limiting columns, and the limiting columns are clamped inside the connecting holes;
the reinforcing body is located on the inner sides of the pile body and the shore wall body, a reinforcing plate is arranged inside the reinforcing body, a through hole is formed in the side face of the end portion of the reinforcing plate, a threaded hole is formed in the side face of the steel column, a fixing bolt is arranged on the outer side of the end portion of the reinforcing plate, and the tail end of the fixing bolt penetrates through the through hole and is in threaded connection with the threaded hole.
Further, the pile bodies, the shore wall bodies and the reinforcing bodies are all formed by pouring concrete, and the shore wall bodies are located between every two adjacent pile bodies.
Furthermore, the reinforcing plate is of a T-shaped structure, and the reinforcing plate is connected with the foundation layer and the pile body respectively.
Furthermore, the inside hollow structure that is of steel cylinder body, the screw hole runs through to inside the steel cylinder body, just the inside concrete of having pour of steel cylinder body.
Furthermore, a plurality of steel bar bodies are distributed between two adjacent steel cylinder bodies at equal intervals, the steel bar bodies are vertically distributed with the steel cylinder bodies, and the outer ends of the steel bar bodies penetrate through the inside of the steel cylinder bodies.
Furthermore, the width of the connecting hole is 1-2mm larger than the diameter of the steel bar body, the limiting columns are vertically distributed with the steel bar body, the length of each limiting column is 3.0-3.5mm, and the length between every two adjacent limiting columns is smaller than that of the connecting hole.
Through the above-mentioned embodiment of this application, be provided with the connecting hole in the side of steel cylinder body, be equipped with the reinforcing bar body simultaneously between two adjacent steel cylinder bodies, two adjacent connecting holes can be run through respectively at the both ends of the reinforcing bar body, can make spacing post block in the inside of steel cylinder body during rotatory reinforcing bar body, and the rethread is pour and to be connected the reinforcing bar body and steel cylinder body as an organic whole, and the construction is comparatively simple.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the description below are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to the drawings without inventive labor.
FIG. 1 is a schematic overall perspective view of an embodiment of the present application;
FIG. 2 is a schematic diagram of the overall internal structure of an embodiment of the present application;
fig. 3 is a connection diagram of a steel column and a steel bar according to an embodiment of the present application.
In the figure: 1. a ground layer; 2. a pile body; 3. a bank wall body; 4. a reinforcement body; 5. a steel cylinder; 6. fixing the bolt; 7. a reinforcing plate; 8. a threaded hole; 9. connecting holes; 10. a reinforcement body; 11. a limiting column.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.
Moreover, some of the above terms may be used in other meanings besides orientation or positional relationship, for example, the term "upper" may also be used in some cases to indicate a certain attaching or connecting relationship. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.
Furthermore, the terms "mounted," "disposed," "provided," "connected," and "coupled" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; can be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements or components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1-3, a hydraulic and hydroelectric engineering quay wall comprises a foundation layer 1, pile bodies 2, a quay wall body 3 and a reinforcement body 4;
the pile body 2 is positioned at the top end of the foundation layer 1, a steel column body 5 is arranged inside the pile body 2, the bottom end of the steel column body 5 is deeply buried inside the foundation layer 1, and a connecting hole 9 is formed in the side face of the steel column body 5; the shore wall 3 is positioned between two adjacent pile bodies 2, a steel bar body 10 is arranged inside the shore wall 3, two ends of the steel bar body 10 are respectively clamped inside two adjacent connecting holes 9, the side surfaces of two ends of the steel bar body 10 are fixedly connected with limiting columns 11, and the limiting columns 11 are clamped inside the connecting holes 9;
the reinforcing body 4 is located on the inner sides of the pile body 2 and the bank wall body 3, a reinforcing plate 7 is arranged inside the reinforcing body 4, a through hole is formed in the side face of the end portion of the reinforcing plate 7, a threaded hole 8 is formed in the side face of the steel column body 5, a fixing bolt 6 is arranged on the outer side of the end portion of the reinforcing plate 7, and the tail end of the fixing bolt 6 penetrates through the through hole and is in threaded connection with the threaded hole 8.
The pile bodies 2, the shore wall bodies 3 and the reinforcing bodies 4 are all formed by pouring concrete, and the shore wall bodies 3 are positioned between every two adjacent pile bodies 2; the reinforcing plate 7 is of a T-shaped structure, and the reinforcing plate 7 is connected with the foundation layer 1 and the pile body 2 respectively; the interior of the steel column body 5 is of a hollow structure, the threaded hole 8 penetrates into the steel column body 5, and concrete is poured into the steel column body 5; a plurality of the steel bar bodies 10 are distributed between two adjacent steel cylinder bodies 5 at equal intervals, the steel bar bodies 10 are vertically distributed with the steel cylinder bodies 5, and the outer ends of the steel bar bodies 10 penetrate through the steel cylinder bodies 5; the width of the connecting hole 9 is larger than the diameter of the steel bar body 10 by 1-2mm, the limiting columns 11 are perpendicular to the steel bar body 10, the length of each limiting column 11 is 3.0-3.5mm, and the length between every two adjacent limiting columns 11 is smaller than the length of the connecting hole 9.
When the reinforcing steel bar is used, the bottom ends of the steel cylinder bodies 5 are deeply buried into the ground base layer 1, then the reinforcing steel bar body 10 is placed between two adjacent steel cylinder bodies 5, at the moment, two ends of the reinforcing steel bar body 10 penetrate through two adjacent connecting holes 9 respectively, and meanwhile, the reinforcing steel bar body 10 is rotated, so that the limiting columns 11 at two ends of the reinforcing steel bar body 10 are clamped in the steel cylinder bodies 5;
then set up reinforcing plate 7 in the inboard of steel cylinder 5 again, can be fixed with steel cylinder 5, ground basic unit 1 respectively with reinforcing plate 7 through fixing bolt 6, set up the template with steel cylinder 5, the reinforcing bar body 10 and the 7 outsides of reinforcing plate again at last, can pour the three through the concrete and be an organic whole to this stability that improves this quay wall.
The application has the advantages that:
1. according to the steel column, the connecting holes are formed in the side faces of the steel column bodies, the steel bar bodies are arranged between two adjacent steel column bodies, two ends of each steel bar body penetrate through the two adjacent connecting holes respectively, the limiting columns are clamped inside the steel column bodies when the steel bar bodies are rotated, and the steel bar bodies and the steel column bodies can be connected into a whole through pouring, so that the construction is simple, and the anti-cracking capacity is good;
2. this application sets up the reinforcing plate in the inboard of steel cylinder, can be fixed with steel cylinder, ground basic unit respectively with the reinforcing plate through fixing bolt, sets up the template with steel cylinder, the reinforcing bar body and the reinforcing plate outside again, can pour the three through the concrete and be an organic whole to this stability that improves this bank wall.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (6)
1. The utility model provides a hydraulic and hydroelectric engineering bank wall which characterized in that: comprises a foundation layer (1), a pile body (2), a quay wall body (3) and a reinforcement body (4);
the pile body (2) is positioned at the top end of the foundation layer (1), a steel cylinder body (5) is arranged inside the pile body (2), the bottom end of the steel cylinder body (5) is deeply buried inside the foundation layer (1), and a connecting hole (9) is formed in the side face of the steel cylinder body (5); the shore wall body (3) is positioned between two adjacent pile bodies (2), a steel bar body (10) is arranged inside the shore wall body (3), two ends of the steel bar body (10) are clamped inside two adjacent connecting holes (9) respectively, limiting columns (11) are fixedly connected to the side surfaces of two ends of the steel bar body (10), and the limiting columns (11) are clamped inside the connecting holes (9);
the reinforcing body (4) is located on the inner sides of the pile body (2) and the bank wall body (3), a reinforcing plate (7) is arranged inside the reinforcing body (4), a through hole is formed in the side face of the end portion of the reinforcing plate (7), a threaded hole (8) is formed in the side face of the steel cylinder body (5), a fixing bolt (6) is arranged on the outer side of the end portion of the reinforcing plate (7), and the tail end of the fixing bolt (6) penetrates through the through hole and is in threaded connection with the threaded hole (8).
2. The hydraulic and hydroelectric engineering quay wall of claim 1, wherein:
the pile bodies (2), the bank wall bodies (3) and the reinforcing bodies (4) are all formed by pouring concrete, and the bank wall bodies (3) are located between every two adjacent pile bodies (2).
3. The hydraulic and hydroelectric engineering quay wall of claim 1, wherein:
the reinforcing plate (7) is of a T-shaped structure, and the reinforcing plate (7) is connected with the foundation layer (1) and the pile body (2) respectively.
4. The hydraulic and hydroelectric engineering quay wall of claim 1, wherein:
the steel column body (5) is internally hollow, the threaded hole (8) penetrates into the steel column body (5), and concrete is poured into the steel column body (5).
5. The hydraulic and hydroelectric engineering quay wall of claim 1, wherein:
a plurality of the steel bar bodies (10) are distributed between every two adjacent steel cylinder bodies (5) at equal intervals, the steel bar bodies (10) are vertically distributed with the steel cylinder bodies (5), and the outer ends of the steel bar bodies (10) penetrate through the inside of the steel cylinder bodies (5).
6. The hydraulic and hydroelectric engineering quay wall of claim 1, wherein:
the width of the connecting hole (9) is larger than the diameter of the steel bar body (10) by 1-2mm, the limiting columns (11) and the steel bar body (10) are vertically distributed, the length of each limiting column (11) is 3.0-3.5mm, and the length between every two adjacent limiting columns (11) is smaller than the length of the connecting hole (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222447816.1U CN218322606U (en) | 2022-09-15 | 2022-09-15 | Water conservancy and hydropower engineering bank wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222447816.1U CN218322606U (en) | 2022-09-15 | 2022-09-15 | Water conservancy and hydropower engineering bank wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218322606U true CN218322606U (en) | 2023-01-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222447816.1U Active CN218322606U (en) | 2022-09-15 | 2022-09-15 | Water conservancy and hydropower engineering bank wall |
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| Country | Link |
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| CN (1) | CN218322606U (en) |
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- 2022-09-15 CN CN202222447816.1U patent/CN218322606U/en active Active
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