CN214884290U

CN214884290U - Waste pool filling and draining system

Info

Publication number: CN214884290U
Application number: CN202120592656.2U
Authority: CN
Inventors: 龚莹; 段志浩
Original assignee: China First Metallurgical Group Co Ltd
Current assignee: China First Metallurgical Group Co Ltd
Priority date: 2021-03-23
Filing date: 2021-03-23
Publication date: 2021-11-26
Anticipated expiration: 2031-03-23

Abstract

The utility model provides a drainage system is filled to abandonment pond, this system includes: the water storage device comprises a water storage structure, a reinforcing mechanism, a filtering mechanism, a plurality of water permeable plates and a plurality of water drainage pipes; the water storage structure is arranged in the waste pool and has a preset thickness; the filtering mechanism is arranged at the top of the water storage structure; the reinforcing mechanism is arranged at the top of the filtering mechanism; each water permeable plate is arranged at the top of the reinforcing mechanism, and the top surface of each water permeable plate is flush with the top of the waste pool; one side of abandonment pond is provided with the outlet, and each drain pipe all sets up in retaining structure, and every drain pipe all wears to locate the lateral wall in abandonment pond and is linked together with the outlet. The utility model discloses can not only permeate water and export water, ensure the stable drainage in abandonment pond, can also filter debris etc. in the aquatic, avoid in debris etc. dip the retaining structure, the porous disk is pleasing to the eye, easy washing for the top surface in abandonment pond is neat and smooth, is difficult for blockking up, still has wear resistance, and strengthening mechanism makes the system firmer, the wholeness is strong.

Description

Waste pool filling and draining system

Technical Field

The utility model relates to a municipal construction technical field particularly, relates to a drainage system is filled to abandonment pond.

Background

The initial building of landscape pools adds a lot of beautiful scenery to the environment of a community, but most landscape pools are dark and discolored with the passage of time. Most landscape pools are in a waste state due to troublesome cleaning, overhigh maintenance cost and poor practicability. The abandoned landscape pool is directly backfilled and reformed into an activity square in part of the residential areas, so that the original drainage structures of the residential areas are easily damaged, and the problem of water accumulation is caused.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model provides a drainage system is filled to abandonment pond aims at solving among the prior art view pond and directly backfills the problem that easily influences the drainage.

The utility model provides a drainage system is filled to abandonment pond, this system includes: the water storage device comprises a water storage structure, a reinforcing mechanism, a filtering mechanism, a plurality of water permeable plates and a plurality of water drainage pipes; the water storage structure is arranged in the waste pool and has a preset thickness; the filtering mechanism is arranged at the top of the water storage structure; the reinforcing mechanism is arranged at the top of the filtering mechanism; all the permeable plates are arranged at the top of the reinforcing mechanism, and the top surfaces of all the permeable plates are flush with the top of the waste pool; one side of abandonment pond is provided with the outlet, and each drain pipe all sets up in retaining structure, and every drain pipe all wears to locate the lateral wall in abandonment pond and is linked together with the outlet.

Further, among the drainage system is filled to above-mentioned abandonment pond, the top of strengthening the mechanism is provided with cement mortar, and cement mortar is all laid to each porous disk.

Furthermore, in the waste pool filling drainage system, the cement mortar is 1:6 dry and hard cement mortar.

Furthermore, in the waste pool filling and drainage system, sand is filled in a gap between two adjacent permeable plates.

Furthermore, in the waste tank filling and draining system, each porous plate is a UHPC stone-like porous plate.

Further, among the drainage system is filled to above-mentioned abandonment pond, the water storage structure is for having the haydite layer of predetermineeing thickness and after the compaction, and the haydite has and predetermines the particle diameter, and each drain pipe all sets up in the haydite layer.

Further, in the waste pool filling and drainage system, the filtering mechanism is made of permeable geotextile.

Furthermore, in the waste pool filling and draining system, the reinforcing mechanism is a net sheet, and the net sheet is laid on the top of the filtering mechanism.

Furthermore, in the waste tank filling and draining system, the meshes are stainless steel woven meshes.

Further, in the waste pool filling and draining system, the pipe wall of each drain pipe is provided with a plurality of holes.

The utility model discloses in, the retaining structure sets up in the abandonment pond, the top of retaining structure has set gradually filtering mechanism, strengthening mechanism and each porous disk, not only can permeate water to in the retaining structure, the drain pipe in the rethread retaining structure exports water, the stable drainage in abandonment pond has been ensured, and can filter debris etc. in the aquatic, avoid in the immersion retaining structure of debris etc., the setting of porous disk is not only strong in water permeability, and pleasing to the eye, easy washing, make the top surface in abandonment pond neat and tidy, be difficult for the jam, still have wear resistance, the problem of the easy drainage that influences of view pond direct backfill among the prior art has been solved, strengthening mechanism can make the system firmer, the wholeness is strong, and has stronger corrosion resistance, the system is under construction portably, the disturbance is little, the stable in structure, long service life.

Drawings

Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:

fig. 1 is a schematic structural diagram of a waste pool filling and draining system provided by an embodiment of the present invention.

Detailed Description

Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

Referring to fig. 1, fig. 1 is a schematic structural diagram of a waste pool filling and draining system according to an embodiment of the present invention. As shown, the discard pool fill drain system comprises: retaining structure 1, strengthening mechanism 3, filtering mechanism 2, polylith porous disk 4 and a plurality of drain pipe. Wherein, retaining structure 1 sets up in abandonment pond 5 to, retaining structure 1 has and predetermines the thickness, should predetermine the thickness and can confirm according to actual conditions, and this embodiment does not do any restriction to this. In this embodiment, the predetermined thickness is 30 cm.

The filtering mechanism 2 is arranged at the top of the water storage structure 1, and the filtering mechanism 2 can be a permeable geotextile. In specific implementation, the permeable geotextile is 200g/m 2.

The reinforcing mechanism 3 is arranged at the top of the filtering mechanism 2, and the reinforcing mechanism 3 is used for enhancing the overall strength. Preferably, the reinforcing mechanism 3 is a mesh, and the mesh is laid on the top of the filtering mechanism 2, namely the mesh is laid on the permeable geotextile. More preferably, the mesh is a stainless steel woven mesh. In specific implementation, the mesh has 8mm holes and 1.5mm filament diameter.

Each porous disk 4 all sets up in the top of strengthening mechanism 3, and each porous disk 4 all sets up in the top of net piece promptly. And the top surface of each permeable plate 4 is flush with the top of the waste pool 5. Specifically, a certain gap is formed between two adjacent permeable plates 4, and the gap is filled with sand, preferably, the sand is medium coarse sand. In specific implementation, the gap between two adjacent permeable plates 4 is 2-3 mm.

Preferably, each porous plate 4 is a UHPC stone-like porous plate, and has the advantages of strong water permeability, attractive appearance, easy cleaning, difficult blockage and wear resistance.

One side of abandonment pond 5 is provided with the outlet, and each drain pipe all sets up in retaining structure 1, and every drain pipe all wears to locate the lateral wall of abandonment pond 5 and is linked together with the outlet. Specifically, one side of the waste pool 5 is constructed with a drain opening, or a drain gutter. More specifically, the drain port is provided at a relatively lowest position of the discard tank 5. The end of each drain pipe communicates with a drain opening or a drain gutter to output the received water.

Every drain pipe all can be for oozing the calandria, and a plurality of trompils have all been seted up to the pipe wall of every drain pipe, and every trompil all is used for the received water. During specific implementation, the holes are uniformly distributed on the pipe wall of the water drainage pipe so as to receive water conveniently.

During the use, rainwater, waste water etc. drop to the surface of each porous disk 4, and each porous disk 4 is arranged in retaining structure 1 after permeating to net piece, the geotechnological cloth that permeates water in proper order with water to, water permeates to in each drain pipe in retaining structure 1, and each drain pipe is carried water to the outlet and then is exported.

It can be seen that, in the embodiment, the water storage structure 1 is arranged in the waste pool 5, the top of the water storage structure 1 is sequentially provided with the filtering mechanism 2, the reinforcing mechanism 3 and the permeable plates 4, so that water can permeate into the water storage structure 1 and then be output through the water discharge pipe in the water storage structure 1, thereby ensuring the stable water discharge of the waste pool 5, and can filter the sundries in the water to prevent the sundries from immersing in the water storage structure 1, the water permeable plate 4 has strong water permeability, but also has beautiful appearance, easy cleaning, clean and neat top surface of the abandoned pool 5, difficult blockage and wear resistance, solves the problem that the direct backfilling of the landscape pool in the prior art is easy to influence the drainage, the strengthening mechanism 3 can lead the system to be firmer and have strong integrity, the system has the advantages of strong corrosion resistance, simple and convenient construction, small disturbance, stable structure and long service life.

Referring to fig. 1, in the above embodiment, cement mortar 6 is provided on the top of the reinforcing mechanism 3, and each water permeable plate 4 is laid on the cement mortar 6. Specifically, the cement mortar 6 is permeable cement mortar, and preferably, the cement mortar 6 is 1:6 dry-hard cement mortar. Like this, not only can make each porous disk 4 firm, avoid porous disk 4 to remove, moreover, can the infiltration water, guarantee the infiltration of water.

In specific implementation, the thickness of the cement mortar 6 is 30 mm.

Referring to fig. 1, in the above embodiment, the water storage structure 1 is a compacted ceramsite layer, the ceramsite layer has a predetermined thickness, and the ceramsite in the ceramsite layer has a predetermined particle size, which can be determined according to actual conditions, and this embodiment does not limit this. In this example, the predetermined particle size is 20 to 30 mm.

Each drain pipe is arranged in the ceramsite layer.

It can be seen that, in the embodiment, the water storage structure 1 is a compacted ceramsite layer, the ceramsite is energy-saving, environment-friendly, good in deformation resistance and capable of reducing cost, and the existing water storage structure mostly adopts broken stones, and sio contained in the broken stones₂Can react with alkali in the cement, easily cause the disintegration or the inflation of rubble, make the road surface break, have very big potential safety hazard, and the haydite can not contain these fiery rock composition to can guarantee the stability of porous disk 4, avoid porous disk 4 to break.

Referring to fig. 1, the overall construction process of the waste tank is as follows:

(1) the impurities in and on the surface of the waste pool 5 are cleaned and compacted.

(2) And (3) paving 30cm of ceramsite into the waste pool 5, compacting by using a flattening machine, and detecting the horizontal height of the ceramsite layer to flatten the top surface of the ceramsite layer. And the infiltration pipes are pre-buried in the ceramic grain layer.

(3) And installing permeable geotextile on the compacted ceramic grain layer.

(4) And installing a stainless steel mesh on the permeable geotextile.

(5) Spreading and leveling the stainless steel mesh with 1:6 dry cement mortar, then putting a UHPC imitation stone permeable plate on the dry cement mortar, and beating with a rubber hammer to adjust the flatness.

(6) Maintaining each laid UHPC stone-like permeable plate surface for a preset time until the preset strength is reached; both the preset time and the preset intensity can be determined according to actual conditions, which is not limited in this embodiment.

(7) And (4) sweeping the joint of the UHPC stone-like porous plate by using medium coarse sand.

(8) After the brick joints are filled with coarse sand and no looseness exists between the brick surfaces, the brick can be normally used.

In conclusion, in this embodiment, retaining structure 1 sets up in abandonment pond 5, and the top of retaining structure 1 has set gradually filtering mechanism 2, strengthening mechanism 3 and each porous disk 4, can permeate water to retaining structure 1 in, and the water pipe in the rethread retaining structure 1 is exported water, has ensured abandonment pond 5's stable drainage to can filter debris etc. in the aquatic, avoid debris etc. to dip in retaining structure 1. When raining, this system has played the effect of retaining, infiltration, water purification, collects the rainwater and utilizes, can effectively solve abandonment pond ponding, smelly scheduling problem, helps improving living environment. And, the 4 water permeability of porous disk is strong, and is pleasing to the eye, easy washing moreover for abandonment pond 5's top surface is neat and tidy to be leveled, is difficult for blockking up, still has wear resistance, and strengthening mechanism 3 can make the system firmer, the wholeness is strong, and has stronger corrosion resistance, therefore, this system simple structure is firm, water permeability is good, long service life, and the construction is simple and convenient, and the disturbance is little.

It should be noted that in the description of the present invention, the terms of direction or positional relationship indicated by the terms "upper", "lower", "left", "right", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.

Furthermore, it should be noted that, in the description of the present invention, 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; 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 by those skilled in the art according to specific situations.

It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.

Claims

1. A discard pool fill drainage system, comprising: the water storage device comprises a water storage structure (1), a reinforcing mechanism (3), a filtering mechanism (2), a plurality of water permeable plates (4) and a plurality of drain pipes; wherein,

the water storage structure (1) is arranged in the waste pool (5) and has a preset thickness;

the filtering mechanism (2) is arranged at the top of the water storage structure (1);

the reinforcing mechanism (3) is arranged at the top of the filtering mechanism (2);

the permeable plates (4) are arranged at the top of the reinforcing mechanism (3), and the top surfaces of the permeable plates (4) are flush with the top of the waste pool (5);

a water outlet is formed in one side of the waste pool (5), the water discharge pipes are arranged in the water storage structure (1), and each water discharge pipe penetrates through the side wall of the waste pool (5) and is communicated with the water outlet.

2. The waste pool filling and draining system according to claim 1, wherein cement mortar (6) is provided on the top of the reinforcing mechanism (3), and each of the water permeable plates (4) is laid on the cement mortar (6).

3. The discard pool filling drainage system as claimed in claim 2, wherein the cement mortar (6) is 1:6 dry hard cement mortar.

4. The discard pool filling and draining system according to claim 1, wherein the gap between two adjacent permeable plates (4) is filled with sand.

5. The effluent pond filling drainage system according to claim 1, wherein each said permeable panel (4) is a UHPC imitation stone permeable panel.

6. The waste pond filling drainage system according to claim 1, wherein the water storage structure (1) is a layer of compacted ceramsite having a predetermined thickness and a predetermined particle size, and each of the drainage pipes is disposed in the layer of ceramsite.

7. The waste pond filling and drainage system according to claim 1, wherein the filtering mechanism (2) is a water-permeable geotextile.

8. The waste pool filling drainage system of claim 1, wherein the reinforcing means (3) is a mesh sheet laid on top of the filtering means (2).

9. The waste pond filling drainage system of claim 8, wherein the mesh is a stainless steel woven mesh.

10. The discard pool filling and draining system of claim 1, wherein the wall of each said drain pipe is perforated with a plurality of openings.