CN210764534U - Pollute river course water normal position and administer biological bars - Google Patents
Pollute river course water normal position and administer biological bars Download PDFInfo
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- CN210764534U CN210764534U CN201921712985.5U CN201921712985U CN210764534U CN 210764534 U CN210764534 U CN 210764534U CN 201921712985 U CN201921712985 U CN 201921712985U CN 210764534 U CN210764534 U CN 210764534U
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Abstract
The utility model provides a pollute river course water normal position and administer biological bars, includes a plurality of soft fibrous fillers (4) and at least two vertical installation poles (1) that set up in river course one side, sets up flexible control mechanism on each installation pole respectively, and each installation pole connects telescopic bracket (2) through flexible control mechanism respectively, installs many peg (3) between two telescopic bracket, soft fibrous filler is installed on the peg. The telescopic control mechanism comprises a vertical movable groove (1-1) arranged on the installation rod, the telescopic support comprises a fixed end (2-1) and a control end (2-2), the fixed end is hinged and fixed at one end of the installation rod, the control end is hinged and fixed in the vertical movable groove, when the control end of the telescopic support is vertically moved along the vertical movable groove of the installation rod, the telescopic support is unfolded or contracted, the in-situ treatment of a river channel water body can be realized, and the requirements of ship traffic and flood discharge capacity can be met.
Description
Technical Field
The utility model relates to a pollute river course water normal position and administer biological bars.
Background
At present, lakes and rivers in many cities are eutrophicated in different degrees, even a plurality of black and odorous water bodies appear, the ecological landscape of the cities is seriously influenced, and the health of people is seriously threatened, so that people increasingly pay attention to the treatment of polluted landscape water bodies.
In recent years, the ecological restoration technology of landscape water bodies is widely applied. The biological grid technology is one of in-situ ecological restoration technologies, and a purification barrier is formed by establishing a biological filler in a water body to provide a carrier for microorganisms in water and filter and degrade impurities in water layer by layer. The biological grid technology is low in cost and does not occupy land of a riparian zone, but the treatment component is usually a rigid component, so that the ship passing is easily influenced, and the flood discharge capacity is hindered.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that, it is not enough to overcome prior art, provides one kind and administers the river course water in the normal position, can satisfy the past navigation requirement of ship simultaneously, does not influence the pollution river course water normal position of river course flood discharge ability again and administers biological bars.
For solving the technical problem, the utility model provides a pollute river course water normal position and administer biological bars, including a plurality of soft fiber filler and two piece at least vertical installation poles that set up in river course one side, set up flexible control mechanism on each installation pole respectively, and each installation pole connects the telescopic bracket through flexible control mechanism respectively, installs many pegs between two telescopic bracket, soft fiber filler is installed on the peg.
Like this, telescopic bracket drives peg and soft fibrous filler under telescopic control mechanism's effect and realizes expansion or shrink, can realize the normal position of river course water and administer when telescopic bracket expands, can satisfy ship's logical and flood discharge ability needs when telescopic bracket contracts.
Further, flexible control mechanism is including setting up the vertical movable groove on the installation pole, the telescopic bracket includes a stiff end and a control end, the one end at the installation pole is fixed in the fixed end is articulated, the control end is articulated to be fixed in the vertical movable groove, when reciprocating the telescopic bracket's control end along the vertical movable groove of installation pole, the telescopic bracket realizes expanding or shrink.
Furthermore, the mounting rod is sleeved on the pile foundation near the river bank in a clearance fit manner, so that the telescopic support and the soft fiber filler float up and down along the pile foundation along with the change of the water level of the river channel.
Further, one side of installation pole sets up the sleeve pipe, the installation pole warp the sleeve pipe clearance fit cover is established on the pile foundation.
Furthermore, the telescopic support is a crossed net-shaped rigid support formed by hinging a plurality of rod bodies.
Furthermore, a plurality of floating balls are connected to the telescopic bracket or the hanging rod, so that the telescopic bracket and the hanging rod float in the river water body.
Furthermore, buckles are symmetrically arranged on the two telescopic supports, and the hanging rod is installed on the adjacent telescopic supports through the buckles.
Further, the bottom of the soft fiber filler is 200mm away from the bottom of the river channel.
The utility model discloses install back in the river course, through the flexible control mechanism shrink on two installation poles or expand the telescopic bracket, when the telescopic bracket expandes, can realize polluting the normal position of river course water and administer, when the telescopic bracket shrink, can keep the noncongestion in river course, satisfy ship's expert and flood discharge ability needs, therefore utilize the utility model discloses administer the river course with low costs, it is effectual, be particularly suitable for the treatment of the small-size river course polluted water in city.
Drawings
Fig. 1 is a schematic perspective view of the present invention.
Fig. 2 is a schematic side view of the present invention.
In the figure: 1. mounting a rod; 2. a telescopic bracket; 3. a hanging rod; 4. a soft fibrous filler; 5. floating the ball; 1-1, a vertical movable groove; 1-2. sleeve; 2-1, fixing end; 2-2, control end.
Detailed Description
The invention is further described below with reference to specific preferred embodiments, without thereby limiting the scope of protection of the invention.
For convenience of description, the relative positional relationship of the components, such as: the descriptions of the upper, lower, left, right, etc. are described with reference to the layout directions of the drawings in the specification, and do not limit the structure of the present patent.
Example 1:
as shown in fig. 1-2, an embodiment of the biological grid for in-situ treatment of a polluted river water body of the present invention comprises two mounting rods 1, two telescopic supports 2, a plurality of hanging rods 3, a plurality of soft fiber fillers 4 and a plurality of floating balls 5. Wherein, two telescopic bracket 2 are cross net shape rigid bracket riveted by rivet, and are respectively connected with two mounting rods 1. The two telescopic supports 2 respectively comprise a fixed end 2-1 and a control end 2-2, and the fixed end 2-1 is hinged and fixed at the upper end of the telescopic control mechanism 1 by a rivet; the control end 2-2 is hinged and fixed at the lower end of the mounting rod 1 by a rivet. The two mounting rods 1 are vertically arranged on one side of a river channel, the mounting rods 1 are provided with vertical movable grooves 1-1, and rivets for connecting the control ends 2-2 and the mounting rods 1 are arranged in the vertical movable grooves 1-1 and can slide up and down along the vertical movable grooves 1-1. The upper ends of the two telescopic brackets 2 are respectively provided with a ring buckle 2-3 for fixing the hanging rod 3. A piece of soft fiber filler 4 is hung on the hanging rod 3 at regular intervals, the length of the soft fiber filler 4 is determined according to the depth of the river water body, and the bottom of the soft fiber filler 4 is about 200mm away from the bottom of the river; the hanging rod 3 is also connected with a plurality of floating balls 5, so that the telescopic bracket 2 and the hanging rod 3 can float in the river water body. One side of the installation rod 1 is provided with a sleeve 1-2 which is vertically installed on a pile foundation near a river bank through the sleeve 1-2, and the installation rod 1, the telescopic bracket 2 and the hanging rod 3 are made of light hard materials.
In the utility model, the control end 2-2 of the telescopic bracket 2 is vertically moved along the vertical movable groove 1-1 of the two mounting rods 1, and the two telescopic brackets 2 can be driven to contract or expand. The mounting rod 1 is in clearance fit connection with the pile foundation through the sleeves 1-2, so that the telescopic bracket 2 and the soft fiber filler 4 float up and down along the pile foundation along with the change of the water level of the river channel along the mounting rod 1.
When the rivet connecting the control end 2-2 of the telescopic bracket 2 and the mounting rod 1 moves to the top of the vertical movable groove 1-1, the telescopic bracket 2 is fully unfolded, and the soft fiber filler 4 suspended at the lower part of the hanging rod 3 is fully contacted with the river water body, so that the in-situ treatment of the polluted river water body is realized; when the rivet connecting the control end 2-2 of the telescopic bracket 2 and the mounting rod 1 moves to the bottom of the vertical movable groove 1-1, the telescopic bracket 2 is in a contraction state, so that the space occupied by the biological fence is reduced, and the smoothness of a river channel is kept. Because installation pole 1 links to each other with the pile foundation through sleeve pipe 1-2, peg 3 is connected with floater 5, consequently the utility model discloses whole along the pile foundation float along with river course water level variation from top to bottom. In the river water body treatment process, the biological grid is in an unfolded state, and when river water slowly flows through the biological grid, the biological grid degrades organic matters through a biological film loaded by the soft fiber filler 4, converts nitrogen, promotes precipitation and performs strengthening treatment on polluted river water. When a small amount of ships such as daily river surface garbage salvage ships need to pass through or flood discharge, the biological grid can be contracted to be close to a river bank to enable the river channel to be smooth, and the biological grid is unfolded to treat the river channel water body after the ships pass through or flood discharge.
According to the river course width, can set up respectively at river course both sides the utility model discloses to set up the multichannel in succession in the river course according to river water quality of water and the velocity of flow the utility model discloses, the contact time of the biomembrane in growth river water and the biological bars promotes water treatment effect.
The above description is only for the preferred embodiment of the present application and should not be taken as limiting the present application in any way, and although the present application has been disclosed in the preferred embodiment, it is not intended to limit the present application, and those skilled in the art should understand that they can make various changes and modifications within the technical scope of the present application without departing from the scope of the present application, and therefore all the changes and modifications can be made within the technical scope of the present application.
Claims (8)
1. The utility model provides a pollute river course water normal position and administer biological bars, includes a plurality of soft fibrous fillers (4), its characterized in that still includes two piece at least vertical installation poles (1) that set up in river course one side, sets up flexible control mechanism on each installation pole respectively, and each installation pole is respectively through flexible control mechanism connection telescopic bracket (2), installs many peg (3) between two telescopic bracket, soft fibrous filler is installed on the peg.
2. The in-situ polluted river water treatment biological grid according to claim 1, wherein the telescopic control mechanism comprises a vertical movable groove (1-1) arranged on the mounting rod, the telescopic support comprises a fixed end (2-1) and a control end (2-2), the fixed end is hinged and fixed at one end of the mounting rod, the control end is hinged and fixed in the vertical movable groove, and the telescopic support is unfolded or contracted when the control end of the telescopic support is moved up and down along the vertical movable groove of the mounting rod.
3. The in-situ polluted river water treatment biological grid according to claim 1, wherein the mounting rods are sleeved on pile foundations near the river bank in a clearance fit manner.
4. The in-situ polluted river water treatment biological grid according to claim 3, wherein a sleeve (1-2) is arranged on one side of the mounting rod, and the mounting rod is sleeved on the pile foundation through clearance fit of the sleeve.
5. The in-situ treatment biological grid for the polluted river water body according to claim 1, wherein the telescopic bracket is a crossed net-shaped rigid bracket formed by hinging a plurality of rod bodies with each other.
6. The in-situ treatment biological grid for the polluted river water body according to claim 1, wherein a plurality of floating balls (5) are connected to the telescopic bracket or the hanging rod.
7. The in-situ polluted river water treatment biological grid according to claim 1, wherein the two telescopic supports are symmetrically provided with buckles (2-3), and the hanging rod is arranged on the adjacent telescopic supports through the buckles.
8. The in-situ treatment biological grid for the polluted river water body according to claim 1, wherein the bottom of the soft fiber filler is 200mm away from the bottom of the river.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921712985.5U CN210764534U (en) | 2019-10-14 | 2019-10-14 | Pollute river course water normal position and administer biological bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921712985.5U CN210764534U (en) | 2019-10-14 | 2019-10-14 | Pollute river course water normal position and administer biological bars |
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| Publication Number | Publication Date |
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| CN210764534U true CN210764534U (en) | 2020-06-16 |
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| CN201921712985.5U Active CN210764534U (en) | 2019-10-14 | 2019-10-14 | Pollute river course water normal position and administer biological bars |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112939174A (en) * | 2021-04-27 | 2021-06-11 | 李子锋 | Suspension type river water heavy metal pollution treatment device and use method thereof |
| CN115234021A (en) * | 2022-07-25 | 2022-10-25 | 中国十七冶集团有限公司 | House building faces limit entrance to a cave design protection fixing device |
| CN115321688A (en) * | 2022-06-29 | 2022-11-11 | 暨南大学 | Self-adjusting biological grid device for improving water quality of river channel and application system |
| CN116969608A (en) * | 2023-08-03 | 2023-10-31 | 安徽静东生态科技有限公司 | Low-carbon green energy microecological coupling reactor and water body purifying system |
-
2019
- 2019-10-14 CN CN201921712985.5U patent/CN210764534U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112939174A (en) * | 2021-04-27 | 2021-06-11 | 李子锋 | Suspension type river water heavy metal pollution treatment device and use method thereof |
| CN115321688A (en) * | 2022-06-29 | 2022-11-11 | 暨南大学 | Self-adjusting biological grid device for improving water quality of river channel and application system |
| CN115234021A (en) * | 2022-07-25 | 2022-10-25 | 中国十七冶集团有限公司 | House building faces limit entrance to a cave design protection fixing device |
| CN116969608A (en) * | 2023-08-03 | 2023-10-31 | 安徽静东生态科技有限公司 | Low-carbon green energy microecological coupling reactor and water body purifying system |
| CN116969608B (en) * | 2023-08-03 | 2024-02-13 | 安徽静东生态科技有限公司 | Low-carbon green energy microecological coupling reactor and water body purifying system |
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