CN209873718U - Pine pile ecological revetment - Google Patents

Abstract

The utility model discloses an ecological shore protection of pine stake, including gravel stone foundation and concrete capping, gravel stone foundation's top is provided with the concrete base, and is connected with the shore protection between concrete base and the concrete capping. The utility model discloses in, concrete base and concrete caping have been set up respectively at the bottom and the top of shore protection, it forms a whole to connect whole shore protection through setting up of concrete base and concrete caping, and there is the fixed plate through rag bolt fastening in one side of concrete base, then install the use in its pine stake simple convenient insertion stake interface, adopt grafting mode installation pine stake, it becomes easy to make pine stake installation, can conveniently change corruption or damage pine stake, be convenient for management and maintenance in the future, and set up joint groove and joint piece on the fixed plate, can connect whole pine stake and form wholly, this shore protection adopts monolithic structure, can guarantee the structural safety of shore protection for a long time, wholeness and pleasing to the eye.

Description

Pine pile ecological revetment

Technical Field

The utility model relates to a river course is administered technical field, especially relates to an ecological bank protection of pine stake.

Background

Ecological bank protection refers to a river course bank protection form that utilizes plant or plant and civil engineering to combine together, protects river course domatic.

Pine stake ecological revetment that present ecological improvement used, pine stake are in ecological improvement use, and the installation is comparatively troublesome, and long-time use takes place easily to rock, and stability is lower, and the pine stake change and the maintenance in the future of not being convenient for destroy moreover, in addition, when rainy season and water level rise, land and water circulation and self-purification ability are relatively poor, but also the circumstances that soil erosion and water run off and collapse take place.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing an ecological revetment with pine piles.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides an ecological shore protection of pine stake, includes gravel stone foundation and concrete caping, gravel stone foundation's top is provided with the concrete base, and is connected with the shore protection between concrete base and the concrete caping, one side of concrete base is fixed with the fixed plate through rag bolt, and the intermediate position department of fixed plate runs through and has seted up the stake interface to the inside grafting of stake interface has the pine stake, the fixed plate is provided with a plurality ofly altogether, and all forms through joint groove and the concatenation of joint piece between a plurality of fixed plates.

Preferably, the surface of the revetment is provided with a concrete prefabricated porous member, the inner side of the revetment is provided with a geogrid, and one side of the geogrid is connected with the rammed earth layer.

Preferably, the pine pile is provided with a plurality of pine piles, and the plurality of pine piles are distributed at the same interval.

Preferably, the concrete prefabricated porous members are provided with a plurality of rows, the distance between every two rows of the concrete prefabricated porous members is 80cm, and ecological vegetation is planted in the concrete prefabricated porous members.

Preferably, the concrete base, the revetment and the concrete cover top are of an integrated structure.

Preferably, one side of the pine pile is a river bed, and the water level of the river bed is 0.5m lower than that of the revetment.

In conclusion, due to the adoption of the technical scheme, the utility model has the beneficial effects that;

1. the utility model discloses in, set up concrete base and concrete coping respectively at the bottom and the top of shore protection, it forms a whole to connect whole shore protection through the setting of concrete base and concrete coping, and there is the fixed plate through rag bolt fixing in one side of concrete base, then install its pine stake simple and convenient insertion wooden stake interface in use, adopt the grafting mode to install the pine stake, make the pine stake installation become easy, can conveniently change the pine stake of corruption or damage, be convenient for management and maintenance in the future, and set up joint groove and joint piece on the fixed plate, can connect whole pine stake and form wholly, this shore protection adopts monolithic structure, not only can guarantee the structural safety of shore protection for a long time, wholeness and pleasing to the eye, simultaneously great improvement pine stake job stabilization nature;

2. the utility model discloses in, this shore protection has adopted sand gravel as the basis, the prefabricated porous component of concrete is domatic as the shore protection, can be when rainy season or riverbed water level rise, can carry out infiltration through the hole on the prefabricated porous component surface of concrete, and carry out river and soil infiltration each other through ramming soil horizon and gravel stone foundation, reinforcing river course self-purification ability, and the vegetation root system of planting in geogrid and the prefabricated porous component of concrete that the inboard of shore protection sets up, constitute a holistic protection network body structure, can effectively prevent the loss of soil and water, the condition of the bank collapse side of also having avoided simultaneously takes place, stronger practicality has.

Drawings

Fig. 1 is a schematic structural view of an ecological revetment with pine piles according to the present invention;

fig. 2 is a top view of the pine pile ecological bank protection provided by the utility model;

fig. 3 is the utility model provides an ecological shore protection fixed plate joint structure sketch map of pine stake.

Illustration of the drawings:

1. a gravel stone foundation; 2. a concrete base; 3. tamping a soil layer; 4. covering the concrete; 5. a geogrid; 6. prefabricating a porous member by concrete; 7. protecting the bank; 8. pine piles; 9. anchor bolts; 10. a fixing plate; 11. a riverbed; 12. a wood pile inserting port; 13. a clamping groove; 14. and a clamping block.

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.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", 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 description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; 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.

Referring to fig. 1, 2 and 3, the pine pile ecological revetment comprises a gravel stone foundation 1 and a concrete cover top 4, wherein a concrete base 2 is arranged at the top of the gravel stone foundation 1, a revetment 7 is connected between the concrete base 2 and the concrete cover top 4, a fixing plate 10 is fixed on one side of the concrete base 2 through a foundation bolt 9, a wood pile inserting port 12 is formed in the middle of the fixing plate 10 in a penetrating manner, a pine pile 8 is inserted into the wood pile inserting port 12, the fixing plates 10 are totally provided in a plurality, and the fixing plates 10 are formed by splicing a plurality of clamping grooves 13 and clamping blocks 14.

Referring to fig. 1 and 2, a concrete prefabricated porous member 6 is arranged on the surface of a revetment 7, a geogrid 5 is arranged on the inner side of the revetment 7, one side of the geogrid 5 is connected with a rammed earth layer 3, a plurality of pine piles 8 are arranged, the plurality of pine piles 8 are distributed at the same interval, the concrete prefabricated porous members 6 are arranged in a plurality of rows, the interval between each row of concrete prefabricated porous members 6 is 80cm, ecological vegetation is planted inside the concrete prefabricated porous members 6, a concrete base 2, the revetment 7 and a concrete cover top 4 are of an integrated structure, a river bed 11 is arranged on one side of each pine pile 8, and the water level of the river bed 11 is 0.5m lower than that of the revetment 7.

The working principle is as follows: when in use, the whole revetment 7 is connected into a whole through the concrete base 2 and the concrete cover top 4, one side of the concrete base 2 is fixed by the anchor bolts 9, then the pine piles 8 are simply and conveniently inserted into the wood pile insertion ports 12 for installation and use, the pine piles 8 are installed in an insertion mode, so that the pine piles 8 are easy to install, the corroded or damaged pine piles 8 can be conveniently replaced, the later management and maintenance are convenient, in addition, the whole pine piles 8 can be connected into a whole by arranging the clamping grooves 13 and the clamping blocks 14 on the fixed plate 10, the revetment 7 adopts an integral structure, the structural safety, the integrity and the attractiveness of the revetment 7 can be ensured for a long time, the working stability of the pine piles 8 is greatly improved, the revetment 7 adopts sand gravel as a foundation, the concrete prefabricated porous member 6 is used as the slope surface of the revetment 7, can be when 11 water levels of rainy season or riverbed rise, can carry out the infiltration through the hole on the prefabricated porous component 6 surface of concrete, and carry out river and soil interpenetration through rammed earth layer 3 and sand gravel foundation 1, reinforcing river course self-purification ability, and the vegetation root system of planting in geogrid 5 that the inboard of revetment 7 set up and the prefabricated porous component 6 of concrete, constitute a holistic protection network body structure, can effectively prevent the loss of soil and water, the condition of riverbank collapse side has also been avoided simultaneously and has stronger practicality.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. The utility model provides an ecological shore protection of pine stake, includes gravel stone foundation (1) and concrete coping (4), its characterized in that, the top of gravel stone foundation (1) is provided with concrete base (2), and is connected with shore protection (7) between concrete base (2) and concrete coping (4), one side of concrete base (2) is fixed with fixed plate (10) through rag bolt (9), and the intermediate position department of fixed plate (10) runs through and has seted up stake interface (12) to the inside grafting of stake interface (12) has pine stake (8), fixed plate (10) are provided with a plurality ofly altogether, and all form through joint groove (13) and joint piece (14) concatenation between a plurality of fixed plate (10).

2. The pine pile ecological revetment according to claim 1, wherein the surface of the revetment (7) is provided with a concrete prefabricated porous member (6), the inner side of the revetment (7) is provided with a geogrid (5), and one side of the geogrid (5) is connected with a rammed earth layer (3).

3. The pine pile ecological revetment according to claim 1, wherein a plurality of pine piles (8) are arranged in common, and the plurality of pine piles (8) are distributed at the same interval.

4. The pine pile ecological revetment according to claim 2, wherein the concrete prefabricated porous members (6) are arranged in a plurality of rows, the distance between every two rows of concrete prefabricated porous members (6) is 80cm, and ecological vegetation is planted in the concrete prefabricated porous members (6).

5. The pine pile ecological revetment according to claim 1, wherein the concrete base (2), the revetment (7) and the concrete cover (4) are of an integrated structure.

6. The pine pile ecological revetment according to claim 1, wherein one side of the pine pile (8) is a riverbed (11), and the water level of the riverbed (11) is 0.5m lower than that of the revetment (7).