CN217974212U

CN217974212U - River bank protection and construction positioning device

Info

Publication number: CN217974212U
Application number: CN202221426627.XU
Authority: CN
Inventors: 罗日洪; 黄锦林
Original assignee: Guangdong Research Institute of Water Resources and Hydropower
Current assignee: Guangdong Research Institute of Water Resources and Hydropower
Priority date: 2022-06-09
Filing date: 2022-06-09
Publication date: 2022-12-06
Anticipated expiration: 2032-06-09

Abstract

The utility model discloses a river bank protection and construction positioning device, the river bank protection comprises at least two vertical piles, a baffle, a planter and a reinforcing rib; a baffle is arranged between two adjacent vertical piles, the first end and the second end of the baffle are respectively connected with the two vertical piles, and the baffle is formed into an arc-shaped plate from the first end to the second end of the baffle, so that the baffle can bear larger pressure of filling soil on the bank slope of the river channel; a planter is arranged between two adjacent vertical piles, two ends of the planter are respectively connected with the two vertical piles, and the planter is provided with a planting area, so that the ecological landscape of the river bank protection can be improved; be provided with the strengthening rib in the stake, be provided with the strengthening rib in the baffle, be provided with the strengthening rib in the planter, can improve intensity. The utility model discloses but wide application in river course bank slope technical field.

Description

River bank protection and construction positioning device

Technical Field

The utility model relates to a river course bank slope technical field, in particular to river course shore protection and construction positioner.

Background

The prior revetment types commonly used for river regulation comprise a gravity retaining wall, a gabion retaining wall, an ecological block retaining wall and the like, but have some defects. Gravity type barricade volume, weight are big, and consume the material more, and require highly to the basis, and weak ground can not use, and for the stereoplasm shore protection, has almost completely cut off the contact of river course with the river bank, has made the river course lack the space that aquatic animal and plant grows, and the ecology is relatively poor, and need carry out the cofferdam during the construction, easily receives rainfall, flood influence. The metal net cage of the gabion retaining wall is easily corroded and damaged, so that stones in the net cage fall off, the overall structure is damaged and collapsed, river channel garbage is easily hung, and the metal net cage is difficult to clean. Ecological block barricade wholeness is poor, and structural strength is not enough, and barrier propterty is not enough, and in silty soil property river course, the soil body of barricade back can make ecological block wall body collapse after running off.

SUMMERY OF THE UTILITY MODEL

For solving at least one among the above-mentioned technical problem, the utility model provides a river course shore protection and construction positioner, the technical scheme who adopts as follows.

The river bank protection provided by the utility model comprises at least two vertical piles, a baffle, a planter and a reinforcing rib; the baffle is arranged between every two adjacent vertical piles, the first end and the second end of the baffle are respectively connected with the two vertical piles, and the baffle is molded into an arc-shaped plate from the first end to the second end of the baffle; the planter is arranged between two adjacent vertical piles, two ends of the planter are respectively connected with the two vertical piles, and the planter is provided with a planting area; the vertical pile is provided with the reinforcing ribs, the baffle is provided with the reinforcing ribs, and the planter is provided with the reinforcing ribs.

In some embodiments of the utility model, the strengthening rib adopts the basalt fiber muscle material.

In some embodiments of the present invention, the end of the baffle is inserted into the stud.

The utility model discloses an in some embodiments, the side of stake is provided with the mounting groove, the mounting groove is followed the length direction of stake sets up, the tip of baffle can insert the mounting groove.

In some embodiments of the present invention, the end of the planter can be inserted into the mounting groove, and the planter is located above the baffle.

The utility model discloses an in some embodiments, the stake sets up to concrete structure, the baffle sets up to concrete structure, the planter sets up to concrete structure.

In some embodiments of the present invention, the lower end of the vertical pile is tapered.

The construction positioning device provided by the utility model is used for positioning the space between two adjacent vertical piles in the river course revetment, the construction positioning device comprises two positioning parts and a connecting part, and the positioning parts are provided with positioning areas for the vertical piles to pass through; the connecting part is positioned between the two positioning parts, and the two positioning parts are respectively installed with the connecting part.

In some embodiments of the present invention, the positioning area is configured as a positioning channel that runs through the positioning component.

The utility model provides a construction positioner is arranged in adjacent two of location river course shore protection the interval of stake, construction positioner's both ends are provided with the locating area respectively, the locating area can supply the stake passes.

The embodiment of the utility model has the following beneficial effect at least: an arc-shaped baffle is designed in the river channel bank protection, so that the arc-shaped baffle can bear larger pressure of filling soil on the river channel bank slope; reinforcing ribs are designed in the baffle and the vertical pile, so that the strength of the baffle and the vertical pile structure can be improved; the planter is designed to plant plants, so that the ecological landscape of river bank protection can be improved; when the vertical piles of the river channel revetment are inserted into a river channel bank slope, the spacing is determined by the aid of the construction positioning device, and the equal-spacing distribution of the adjacent vertical piles is ensured, so that the baffles and the planting devices are assembled, and the assembly strength of the river channel revetment is ensured. The utility model discloses but wide application in river course bank slope technical field.

Drawings

The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings.

Fig. 1 is a structural view of a river bank protection.

Fig. 2 is a block diagram of the stakes, baffles and planter.

Fig. 3 is a structural view of a construction positioning device and a vertical pile.

Detailed Description

Embodiments of the invention, examples of which are illustrated in the accompanying drawings, are described in detail below with reference to fig. 1 to 3, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.

In the description of the present invention, it should be understood that if the terms "center", "middle", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "axial", "radial", "circumferential", etc. are used to indicate an orientation or positional relationship based on that shown in the drawings, it is only for convenience of description and simplicity of description, and it is not intended to 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. The features defined as "first" and "second" are used to distinguish feature names rather than having a special meaning, and further, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present invention, "a plurality" means two or more unless otherwise specified.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, 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 in specific cases to those skilled in the art.

The utility model relates to a river course shore protection, river course shore protection include pile 101 and baffle 102, and pile 101 sets up to at least two, are provided with baffle 102 between two adjacent piles 101, and specifically, the first end and the second end of baffle 102 are connected with two piles 101 respectively. It can be understood that along river course bank slope, set up a plurality of stumps 101 and baffle 102, can form continuous revetment structure, backfill behind the wall soil after the construction is accomplished, on the pressure transmission to the stump 101 of the fill-out of river course bank slope to baffle 102, the reaction effect that relies on stump 101 can play the firm river course revetment.

The vertical pile 101 is inserted into the river bank slope by adopting pile driving equipment, so that the vertical pile 101 is stable, and the capability of bearing the filling pressure of the river bank slope is improved. Combine the figure, the lower extreme of vertical pile 101 sets up to the toper, and the convenience is piled and is inserted, reduces the construction and takes up an area of, need not the cofferdam construction, and the river course bank slope need not to carry out foundation construction in addition, saves material and cost, and the reduction of erection degree of difficulty reduces. It will be appreciated that the pile 101 is provided as a concrete structure, the concrete setting forming a concrete pile, the concrete being tapered at the lower end of the pile 101. In some examples, a proper concrete raw material and water cement ratio is selected, a concrete additive with good reinforcement and strong anti-seepage effect is used, and a centrifugal production process is used to improve the corrosion resistance of the solidified concrete.

As an implementation mode, the end part of the baffle plate 102 is designed to be inserted into the vertical pile 101, and after the baffle plate 102 and the vertical pile 101 are prefabricated in a factory, the assembly on a construction site is facilitated, the efficiency is improved, and the construction period is shortened. Specifically, the side of pile 101 is provided with the mounting groove, and the mounting groove sets up along the length direction of pile 101, and the top that the upper end of mounting groove extends to the stand forms uncovered to the tip of baffle 102 can insert the mounting groove, and the lower extreme of mounting groove sets up to the cecum.

It can be understood that two vertical piles 101 are inserted on the bank slope of the river at intervals, and both ends of the baffle plate 102 are respectively assembled along the installation grooves of the two vertical piles 101. With reference to the drawings, two opposite sides of the vertical pile 101 are respectively provided with mounting grooves, so that two adjacent baffle plates 102 can be assembled with the same vertical pile 101.

Further, the river bank protection includes reinforcing ribs, and the vertical pile 101 is provided with the reinforcing ribs, and it can be understood that the reinforcing ribs in the vertical pile 101 serve as a framework of the vertical pile 101, and the strength of the vertical pile 101 can be improved after the cast concrete is solidified. Specifically, the reinforcing rib is made of basalt fiber ribs, common reinforcing steel bars are used as frameworks in the related technology, and the reinforcing rib made of basalt fiber ribs has good corrosion resistance, so that the durability of the river bank protection is improved, and the service life is prolonged.

Referring to the figures, the baffle 102 is shaped as an arcuate plate from a first end to a second end of the baffle 102. Specifically, the baffle 102 is designed to be an arch structure, and the arched side of the baffle 102 is used for resisting the filling of the bank slope of the river channel. It will be appreciated that the design of the dome shape provides a more uniform distribution of stresses experienced by the baffle 102, which is beneficial for increased strength, and the baffle 102 can be made as a thin-walled structure while maintaining strength, which saves material and cost.

Further, the baffle plate 102 is provided with reinforcing ribs, which can reinforce the structure of the baffle plate 102. In particular, the baffle plate 102 is configured as a concrete structure, and it can be understood that the reinforcing ribs in the baffle plate 102 serve as a framework of the baffle plate 102, and the strength of the baffle plate 102 can be improved after the cast concrete is solidified.

The river bank protection comprises a planter 103, the planter 103 is used for planting plants, planting various plants according to requirements, improving the ecology of the river bank protection, and being capable of being used as a habitat of river bank organisms, being provided with aquatic foliage plants and flower-viewing plants, beautifying the environment and forming ecological landscape along a river corridor.

With reference to the drawings, a planter 103 is arranged between two adjacent vertical piles 101, and two ends of the planter 103 are respectively connected with the two vertical piles 101. Specifically, two ends of the planter 103 are respectively plugged with two stakes 101. In some examples, the end of the planter 103 can be inserted into the mounting slot, the planter 103 is positioned above the baffle 102, specifically, between two stakes 101, and the planter 103 is assembled after the baffle 102 is assembled. It can be understood that the planter 103 and the vertical pile 101 are convenient to disassemble and assemble, so that the plants can be conveniently replaced, and the plant landscape requirements in different seasons can be met.

The planter 103 is provided with a planting area, specifically, the planter 103 comprises a bottom wall and a plurality of side walls, forming a planting area with an opening, the bottom of the planter 103 is provided with a through hole. It will be appreciated that the side walls of the planter 103 for connection with the stake 101 are formed with projecting ends for mating with the mounting slots of the stake 101.

With the attached drawings, the side wall of the planter 103 for connecting with the vertical pile 101 is formed into an arc-shaped wall, so that the planter is convenient to assemble with the vertical pile 101, can be consistent with the baffle plate 102 in shape, and improves the pressure bearing capacity.

Further, reinforcing ribs are arranged in the planter 103, and specifically, the side wall and the bottom wall of the planter 103 are respectively provided with the reinforcing ribs, so that the structure of the planter 103 can be reinforced. It can be understood that the planter 103 is configured as a concrete structure, and the reinforcing ribs in the planter 103 serve as a framework for the planter 103, so that the strength of the planter 103 can be improved after the concrete is solidified.

The utility model relates to a construction positioner, river course shore protection utilize construction positioner to fix a position the interval of two adjacent stumps 101 to guarantee that each stump 101 equidistant setting ensures that the location is accurate, so that baffle 102 and planter 103 stabilize the assembly on stump 101. In the pile driving process of the vertical pile 101, the required construction equipment and personnel can be greatly reduced by using the construction positioning device for assistance.

The construction positioning device comprises two positioning parts 201 and a connecting part 202, wherein the two positioning parts 201 are arranged, the connecting part 202 is positioned between the two positioning parts 201, and it can be understood that the two positioning parts 201 are respectively installed with the connecting part 202. In particular, locating member 201 is provided with a locating region through which pile 101 may pass.

It can be understood that, in the course of construction of the river bank protection, the first vertical pile 101 is inserted into a set position of a river bank slope, a positioning area of one positioning component 201 is assembled with the first vertical pile 101, the construction positioning device is placed along the setting direction of the river bank protection, and the second vertical pile 101 passes through a positioning area of the other positioning component 201 and is inserted into the river bank protection; the construction positioning device is taken out of the vertical piles 101, the second vertical pile 101 in the positioning area of one positioning component 201 is assembled, the construction positioning device is placed along the setting direction of the river bank protection, the third vertical pile 101 penetrates through the positioning area of the other positioning component 201 and is inserted into the river bank protection, and the operation is repeated, so that the arrangement of the river bank protection can be completed.

In some examples, the positioning region is provided as a positioning channel extending through the positioning member 201, it being understood that the cross-section of the positioning channel is adapted to the cross-sectional shape of the stake 101. Referring to the drawings, the positioning member 201 is provided as a hollow sleeve structure, and the connecting member 202 is provided as at least one beam or the connecting member 202 is provided as a connecting plate.

With regard to the structure of the construction positioning device, it can alternatively be designed that: the both ends of construction positioner are provided with the locating area respectively, and the locating area can supply the stump 101 to pass, and specifically, the locating area sets up the location passageway that runs through locating component 201, and it can be understood that the section of location passageway and the sectional shape looks adaptation of stump 101.

In the description of the present specification, reference to the terms "one embodiment," "some examples," "some embodiments," "illustrative embodiments," "examples," "specific examples," or "some examples" or the like, if any, means 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 present 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.

The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art.

In the description of the present invention, if the patent names "and" appear, "they refer to the relationship of" and "rather than" or ". For example, the patent name "a A, B" indicates that the claimed invention is: the technical scheme with the subject name of A and the technical scheme with the subject name of B.

Claims

1. The utility model provides a river course shore protection which characterized in that: comprises that

The vertical piles (101), wherein the number of the vertical piles (101) is at least two;

the baffle plate (102) is arranged between every two adjacent vertical piles (101), the first end and the second end of the baffle plate (102) are respectively connected with the two vertical piles (101), and the baffle plate (102) is formed into an arc-shaped plate from the first end to the second end of the baffle plate (102);

the planter (103) is arranged between every two adjacent vertical piles (101), two ends of the planter (103) are respectively connected with the two vertical piles (101), and the planter (103) is provided with a planting area;

the vertical pile (101) is provided with the reinforcing ribs, the baffle (102) is provided with the reinforcing ribs, and the planter (103) is provided with the reinforcing ribs.

2. The river revetment of claim 1, wherein: the reinforcing ribs are made of basalt fiber ribs.

3. The river revetment of claim 1, wherein: the end part of the baffle plate (102) is inserted into the vertical pile (101).

4. The river revetment of claim 3, wherein: the side of stake (101) is provided with the mounting groove, the mounting groove is followed the length direction setting of stake (101), the tip of baffle (102) can insert the mounting groove.

5. The river revetment of claim 4, wherein: the end of the planter (103) can be inserted into the mounting groove, and the planter (103) is positioned above the baffle (102).

6. The river bank protection of claim 1, wherein: the vertical pile (101) is of a concrete structure, the baffle (102) is of a concrete structure, and the planter (103) is of a concrete structure.

7. The river revetment of claim 1, wherein: the lower end of the vertical pile (101) is conical.

8. The utility model provides a construction positioner which characterized in that: the river bank protection of any one of claims 1 to 7, wherein the construction positioning device is used for positioning the distance between two adjacent vertical piles (101), and comprises

The number of the positioning components (201) is two, and the positioning components (201) are provided with positioning areas through which the vertical piles (101) can pass;

the connecting component (202) is located between the two positioning components (201), and the two positioning components (201) are respectively installed on the connecting component (202).

9. The construction locator device of claim 8, wherein: the positioning area is arranged as a positioning channel which penetrates through the positioning component (201).

10. The utility model provides a construction positioner which characterized in that: the river bank protection of any one of claims 1 to 7 utilizes the construction positioning device to position the distance between two adjacent vertical piles (101), and positioning areas are respectively arranged at two ends of the construction positioning device and can be penetrated by the vertical piles (101).