CN217710561U - Concrete precast pile and plastic steel sheet pile connected revetment structure - Google Patents
Concrete precast pile and plastic steel sheet pile connected revetment structure Download PDFInfo
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- CN217710561U CN217710561U CN202221632856.7U CN202221632856U CN217710561U CN 217710561 U CN217710561 U CN 217710561U CN 202221632856 U CN202221632856 U CN 202221632856U CN 217710561 U CN217710561 U CN 217710561U
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Abstract
The utility model belongs to the technical field of the hydraulic engineering technique and specifically relates to a concrete precast pile and plastic steel sheet pile connected shore protection structure is related to. The utility model provides a concrete precast pile and plastic steel sheet pile connection formula revetment structure, includes concrete precast pile and plastic steel sheet pile, the both sides of concrete precast pile are equipped with first connecting portion, the both ends of plastic steel sheet pile are equipped with the second connecting portion, make a plurality of concrete precast piles and plastic steel sheet pile alternate interval connection into the revetment structure through the cooperation of first connecting portion and second connecting portion. The utility model discloses a concrete precast pile and plastic steel sheet pile lug connection, the structure of formula older relatively, the associativity is better, has promoted the wholeness, and such structure makes in the overall structure of shore protection, all materials all corresponding reduction the use amount.
Description
Technical Field
The utility model belongs to the technical field of the hydraulic engineering technique and specifically relates to a concrete precast pile and plastic steel sheet pile connected shore protection structure is related to.
Background
The revetment is an engineering measure of artificial reinforcement on the original water bank slope, and is used for defending against the invasion and the elutriation of waves and water currents and the action of underground water and maintaining the stability of a bank line. At present, concrete and grouted blockstones are widely used for building and reinforcing the bank protection structure of the bank slope, and the structure is large in engineering quantity and not environment-friendly enough.
The notice number is: CN208266801U, name is: the concrete precast pile and plastic steel sheet pile fixed type bank protection structure is characterized by that it adopts steel sheet pile, concrete press-top, concrete precast pile, cross beam and connecting piece, the plastic steel sheet pile includes stress surface and back surface, the concrete precast pile is placed on the back surface of plastic steel sheet pile, spaced and arranged, and attached to the plastic steel sheet pile, the cross beam is positioned on one side of middle stress surface of plastic steel sheet pile, and is vertically and fixedly connected with concrete precast pile by means of connecting piece, and the concrete press-top is fixed on the upper portions of plastic steel sheet pile and concrete precast pile.
Compared with the traditional revetment built by concrete and grouted blockstones, the revetment with the structure has the advantages that the engineering quantity is greatly reduced, and the integral structure is firmer and more stable due to the adoption of the precast concrete piles; but the spare part that this bank protection structure contained is more, still has the complicated problem of construction loaded down with trivial details relatively, moreover because the increase of spare part quantity, leads to the cost also can corresponding promotion, is unfavorable for extensive the popularization when in actual use.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model aims to provide a concrete precast pile and plastic steel sheet pile connection formula shore protection structure, this shore protection structure is simpler, and can also practice thrift the cost under the prerequisite of proof strength.
In order to realize the purpose of the utility model, the utility model adopts the following technical scheme:
the utility model provides a concrete precast pile and plastic steel sheet pile connection formula revetment structure, includes concrete precast pile and plastic steel sheet pile, the both sides of concrete precast pile are equipped with first connecting portion, the both ends of plastic steel sheet pile are equipped with the second connecting portion, make a plurality of concrete precast piles and plastic steel sheet pile alternate interval connection into the revetment structure through the cooperation of first connecting portion and second connecting portion.
As a preferable scheme: the plastic steel sheet pile comprises side plates, a first connecting plate and second connecting plates, wherein two sides of the first connecting plate are connected with the two second connecting plates through the two side plates respectively, the side plates, the first connecting plate and the second connecting plates form inclined included angles, and the two second connecting parts are located at the end parts of the two second connecting plates respectively.
As a preferable scheme: the middle part of the first connecting plate protrudes to one side to form a reinforcing plate, and the reinforcing plate and the first connecting plate are in inclined plane transition.
As a preferable scheme: the side plate is also provided with at least one reinforcing rib extending along the longitudinal direction.
As a preferable scheme: the second connecting part of the plastic steel sheet pile is a combination of one or more of a straight-line-shaped clamping strip, a clamping strip with convex blocks at two ends and a C-shaped groove.
As a preferable scheme: and a cambered surface transition plate is also arranged between the linear clamping strip, the clamping strip with the convex blocks at two ends, the C-shaped groove and the second connecting plate.
As a preferable scheme: the first connecting parts on two sides of the concrete precast pile are notches or clamping strips.
As a preferable scheme: and a plurality of longitudinally extending through holes are also formed in the concrete precast pile.
As a preferable scheme: the concrete precast pile is cuboid or one side arc-shaped's rectangular column, concrete precast pile middle part is equipped with a big through-hole, and big through-hole evenly sets up a plurality of little through-holes all around.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a concrete precast pile and plastic steel sheet pile lug connection, the structure of formula older relatively, the associativity is better, has promoted the wholeness, and such structure makes in the overall structure of shore protection, all materials all corresponding reduction the use amount.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the whole structure of the plastic steel sheet pile of the present invention;
fig. 3 and 4 are schematic end face structures of two other types of plastic steel sheet piles of the present invention;
fig. 5 is a schematic view of the whole structure of the concrete precast pile of the present invention;
fig. 6 and 7 are schematic end face structures of two other types of concrete precast piles according to the present invention.
The labels in the figures are: 1. prefabricating a pile by concrete; 11. a first connection portion; 12. a through hole; 2. a plastic steel sheet pile; 21. a side plate; 22. reinforcing ribs; 23. a reinforcing plate; 24. a first connecting plate; 25. a second connecting plate; 26. a linear card strip; 27. clamping the strip; 28. and C-shaped grooves.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an", and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
Furthermore, in the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, unless otherwise specified, "a plurality" means two or more unless explicitly defined otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. "beneath," "under" and "beneath" a first feature includes the first feature being directly beneath and obliquely beneath the second feature, or simply indicating that the first feature is at a lesser elevation than the second feature.
The invention will be further explained with reference to the following embodiments and drawings:
as shown in fig. 1, a concrete precast pile and plastic steel sheet pile connected revetment structure comprises a concrete precast pile 1 and a plastic steel sheet pile 2, wherein first connecting portions 11 are arranged on two sides of the concrete precast pile 1, second connecting portions are arranged on two ends of the plastic steel sheet pile 2, and a plurality of concrete precast piles 1 and a plurality of plastic steel sheet piles 2 are alternately connected into a revetment structure at intervals through the cooperation of the first connecting portions 11 and the second connecting portions.
As shown in fig. 2 to 4, the plastic steel sheet pile 2 includes a side plate 21, a first connecting plate 24 and a second connecting plate 25, two sides of the first connecting plate 21 are respectively connected to the two second connecting plates 25 through the two side plates 21, the side plate 21, the first connecting plate 24 and the second connecting plate 25 form an inclined included angle, and the two second connecting portions are respectively located at ends of the two second connecting plates 25. The first connecting plate 24 and the second connecting plate 25 can be arranged in parallel, the angles of the side plates and the first connecting plate 24 and the second connecting plate 25 can be adjusted correspondingly according to requirements of different occasions, and then the side plates and the first connecting plate and the second connecting plate are produced, so that the whole plastic steel plate pile is more suitable for field installation, and meanwhile, the impact resistance can be better.
The middle part of the first connecting plate 24 protrudes to one side to form a reinforcing plate 23, and the reinforcing plate 23 and the first connecting plate 24 are in transition through an inclined plane. The side plate 21 is further provided with at least one reinforcing rib 22 extending along the longitudinal direction. The integral strength of the plastic steel sheet pile 2 can be improved through the arrangement of the reinforcing plate reinforcing ribs, and deformation is prevented.
The second connecting part of the plastic steel sheet pile 2 is a combination of one or more of a straight-line-shaped clamping strip 26, a straight-line-shaped clamping strip 27 with convex blocks at two ends and a C-shaped groove 28. And cambered surface transition plates are further arranged between the linear clamping strip 26, the linear clamping strip 27 with the convex blocks at the two ends, the C-shaped groove 28 and the second connecting plate 25.
As shown in fig. 5 to 7, the first connecting portions at both sides of the concrete precast pile 1 are notches or clamping strips. The concrete precast pile 1 is also provided with a plurality of through holes 12 extending longitudinally. Concrete precast pile 1 is the rectangular column of cuboid or one side cambered surface, concrete precast pile 1 middle part is equipped with a big through-hole 12, and big through-hole 12 evenly sets up a plurality of little through-holes 12 all around. The arrangement of the through hole 12 can save the material of the concrete precast pile, and can play a role in reinforcing the whole revetment by arranging the reinforcing steel bars in the through hole when the revetment structure is difficult to fix.
The connection between the plastic steel sheet pile 2 and the concrete precast pile 1 is realized through the insertion and the matching of the notch and the clamping strip, the second connecting parts at the two ends of the plastic steel sheet pile 2 can adopt the straight clamping strip 27 or the C-shaped groove 28 at the same time, and the concrete precast pile 1 can be correspondingly provided with the notch or the clamping strip matched with the pouring position when being poured in advance, so that the assembly can be completed by directly adopting the insertion and the connection mode during the field operation, the installation is convenient, and the connection strength is high.
In addition, the second connecting parts at the two ends of the steel sheet pile 2 can also adopt a mode that one end is a straight-line-shaped clamping strip 26 and the other end is a C-shaped groove 28, and the two sides of the concrete precast pile 1 are matched with the steel sheet pile; meanwhile, the clamping strips 27 with the convex blocks at two ends can be formed by the convex blocks with the cambered surfaces at two ends of the linear clamping strips 26, the clamping strips are correspondingly turned inwards at the opening parts of the notches matched with the clamping strips, and the clamping strips are wrapped by the convex blocks with the cambered surfaces, so that the splicing surfaces are more coincident, the sealing performance is better, and the installation is firmer.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
Although the embodiments of the present invention have been shown and described, it is to be understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that those skilled in the art can make changes, modifications, substitutions and alterations to the above embodiments without departing from the spirit and scope of the present invention, and that any simple modification, equivalent change and modification made to the above embodiments according to the technical spirit of the present invention still fall within the technical scope of the present invention.
Claims (9)
1. The utility model provides a concrete precast pile and plastic steel sheet pile connected type shore protection structure which characterized in that: the concrete precast pile comprises a concrete precast pile (1) and plastic steel sheet piles (2), wherein first connecting parts (11) are arranged on two sides of the concrete precast pile (1), second connecting parts are arranged at two ends of each plastic steel sheet pile (2), and the concrete precast piles (1) and the plastic steel sheet piles (2) are alternately connected at intervals through the matching of the first connecting parts (11) and the second connecting parts.
2. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 1, wherein: the plastic steel sheet pile (2) comprises side plates (21), a first connecting plate (24) and second connecting plates (25), wherein two sides of the first connecting plate (24) are connected with the two second connecting plates (25) through the two side plates (21) respectively, the side plates (21) and the first connecting plate (24) and the second connecting plates (25) form inclined included angles, and the two second connecting portions are located at the end portions of the two second connecting plates (25) respectively.
3. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 2, wherein: the middle part of the first connecting plate (24) protrudes towards one side to form a reinforcing plate (23), and the reinforcing plate (23) and the first connecting plate (24) are in transition through an inclined plane.
4. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 2, wherein: the side plate (21) is also provided with at least one reinforcing rib (22) extending along the longitudinal direction.
5. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 1, wherein: the second connecting part of the plastic steel sheet pile (2) is a combination of one or more of a straight-line-shaped clamping strip (26), a clamping strip (27) with convex blocks at two ends and a C-shaped groove (28).
6. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 5, wherein: and cambered surface transition plates are also arranged between the straight-line-shaped clamping strip (26), the clamping strip (27) with the convex blocks at the two ends, the C-shaped groove (28) and the second connecting plate (25).
7. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 1, wherein: the first connecting parts on two sides of the concrete precast pile (1) are notches or clamping strips.
8. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 1, wherein: the concrete precast pile (1) is also provided with a plurality of through holes (12) extending longitudinally.
9. The concrete precast pile and plastic steel sheet pile connected revetment structure of claim 1, wherein: concrete precast pile (1) is the rectangular column of cuboid or one side cambered surface, concrete precast pile (1) middle part is equipped with one big through-hole (12), and big through-hole (12) evenly set up a plurality of little through-holes (12) all around.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221632856.7U CN217710561U (en) | 2022-06-28 | 2022-06-28 | Concrete precast pile and plastic steel sheet pile connected revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221632856.7U CN217710561U (en) | 2022-06-28 | 2022-06-28 | Concrete precast pile and plastic steel sheet pile connected revetment structure |
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| Publication Number | Publication Date |
|---|---|
| CN217710561U true CN217710561U (en) | 2022-11-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221632856.7U Active CN217710561U (en) | 2022-06-28 | 2022-06-28 | Concrete precast pile and plastic steel sheet pile connected revetment structure |
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| Country | Link |
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| CN (1) | CN217710561U (en) |
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- 2022-06-28 CN CN202221632856.7U patent/CN217710561U/en active Active
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