CN211816752U

CN211816752U - Park landscape lake overflow structure

Info

Publication number: CN211816752U
Application number: CN201922484704.1U
Authority: CN
Inventors: 李昌明; 张正威; 彭晓帆; 付伟; 李天祥
Original assignee: Sinohydro Bureau 9 Co Ltd
Current assignee: Sinohydro Bureau 9 Co Ltd
Priority date: 2019-12-31
Filing date: 2019-12-31
Publication date: 2020-10-30
Anticipated expiration: 2029-12-31

Abstract

The utility model provides a park landscape lake overflow structure, including spillway well and well lid, the spillway well is built at the bottom of park landscape lake and with set up the cistern intercommunication outside the park, the well lid fits spillway well mouth department and the well lid upper surface is less than view lake surface, is provided with annular overflow heavy groove on the well lid, is provided with the strengthening rib of connecting its both sides inner wall within the overflow heavy groove, is provided with a plurality of spillway holes between two arbitrary adjacent strengthening ribs, all has laid the goose pebble layer at overflow heavy groove outside border and the bottom of landscape lake. Adopt the technical scheme of the utility model, the goose cobble layer has all been laid at overflow heavy groove outside border and view lake bottom of a lake, makes spillway well and view lake combine together in the appearance, has addd the pleasing to the eye effect in view lake, in addition, through the well lid that adopts non-metallic material to make, easily installs and maintains, and the well lid appearance is unique, can make the spillway well conceal well, makes spillway well setting department and view lake combine together, appearance elegant appearance.

Description

Park landscape lake overflow structure

Technical Field

The utility model belongs to the technical field of the building afforestation, especially, relate to a park landscape lake overflow structure.

Background

The urban three-dimensional greening is one of the important forms of urban greening, and is an important and effective way for improving the urban ecological environment and enriching the urban greening landscape. The three-dimensional greening is developed, the spatial structure level of urban landscaping and the urban three-dimensional landscape artistic effect can be enriched, the urban green quantity is further increased, the heat island effect is reduced, dust is absorbed, noise and harmful gas are reduced, and the urban ecological environment is built and improved. The composite material can also preserve heat and insulate heat, save energy, and also can retain rainwater to relieve urban sewage and drainage pressure.

In addition, compared with the rural areas, large-area green plants are often seen in the parks in cities, and if the green plants can be seen at home, the green plants are not only a pleasant thing, but also can effectively purify indoor air. No matter the planting of vegetables or green plants needs to be supported for planting and fixing, but no good planting supported products exist at present.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem, the utility model provides a park landscape lake overflow structure.

The utility model discloses a following technical scheme can realize.

The utility model provides a park landscape lake overflow structure, including spillway well and well lid, the spillway well is built at the bottom of park landscape lake and with set up the cistern intercommunication outside the park, the well lid fits spillway well mouth department and well lid upper surface are less than view lake surface, be provided with annular overflow heavy groove on the well lid, be provided with the strengthening rib of connecting its both sides inner wall within the overflow heavy groove, be provided with a plurality of spillway hole between two arbitrary adjacent strengthening ribs, goose cobble layer has all been laid at overflow heavy groove outside border and view lake bottom of the lake.

The strengthening rib is in the well lid overlooks the projection and is the arc.

All the reinforcing ribs are consistent in shape, size and radian.

The overflow holes are also arranged on the surface of the reinforcing rib.

The well lid is made of a non-metallic material.

The outer diameter of the overflow sinking groove is consistent with the inner diameter of the overflow well.

The depth of the overflow sinking groove is more than one fifth of the thickness of the well cover.

The overflow well is formed by pouring concrete.

The beneficial effects of the utility model reside in that: adopt the technical scheme of the utility model, the goose cobble layer has all been laid at overflow heavy groove outside border and view lake bottom of a lake, makes spillway well and view lake combine together in the appearance, has addd the pleasing to the eye effect in view lake, in addition, through the well lid that adopts non-metallic material to make, easily installs and maintains, and the well lid appearance is unique, can make the spillway well conceal well, makes spillway well setting department and view lake combine together, appearance elegant appearance.

Drawings

Fig. 1 is a schematic structural diagram of the present invention;

fig. 2 is a top view of the overflow well of the present invention.

In the figure: 1-overflow well, 2-well cover, 3-reservoir, 21-overflow sink tank, 22-reinforcing rib, 23-overflow hole and 24-cobble layer.

Detailed Description

The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.

As shown in fig. 1 and 2, the utility model provides a park landscape lake overflow structure, including spillway well 1 and well lid 2, spillway well 1 is built at the bottom of park landscape lake and is communicated with 3 cistern that set up outside the park, and well lid 2 covers 1 well head department of spillway well and well lid 2 upper surface is less than landscape lake surface, is provided with annular overflow heavy groove 21 on the well lid 2, is provided with the strengthening rib 22 of connecting its both sides inner wall within overflow heavy groove 21, is provided with a plurality of spillway hole 23 between two arbitrary adjacent strengthening ribs 22, and all has laid goose layer 24 at spill heavy groove 21 outside border and the bottom of landscape lake.

Further, the reinforcing ribs 22 are arc-shaped in a plan projection of the manhole cover 2. Preferably, all ribs 22 are uniform in shape, size and curvature. The overflow holes 23 are also provided on the surface of the reinforcing ribs 22.

In addition, the well lid 2 is made of non-metal materials. The outer diameter of the overflow sinking groove 21 is the same as the inner diameter of the overflow well 1. The depth of the overflow sinking groove 21 is more than one fifth of the thickness of the well cover 2. The overflow well 1 is formed by pouring concrete.

Adopt the technical scheme of the utility model, the goose cobble layer has all been laid at overflow heavy groove outside border and view lake bottom of a lake, makes spillway well and view lake combine together in the appearance, has addd the pleasing to the eye effect in view lake, in addition, through the well lid that adopts non-metallic material to make, easily installs and maintains, and the well lid appearance is unique, can make the spillway well conceal well, makes spillway well setting department and view lake combine together, appearance elegant appearance.

Claims

1. The utility model provides a park landscape lake overflow structure which characterized in that: including spillway well (1) and well lid (2), spillway well (1) are built in park view lake bottom and with set up cistern (3) intercommunication outside the park, well lid (2) lid fit spillway well (1) well head department and well lid (2) upper surface are less than view lake surface, be provided with annular overflow heavy groove (21) on well lid (2), be provided with within overflow heavy groove (21) strengthening rib (22) of connecting its both sides inner wall, be provided with a plurality of spillway hole (23) between arbitrary two adjacent strengthening rib (22), goose pebble layer (24) have all been laid at spill heavy groove (21) outside border and view lake bottom.

2. The park landscape lake overflow structure of claim 1, wherein: the reinforcing ribs (22) are arc-shaped in the overlooking projection of the well lid (2).

3. The park landscape lake overflow structure of claim 2, wherein: all the reinforcing ribs (22) are consistent in shape, size and radian.

4. The park landscape lake overflow structure of claim 1, wherein: the overflow holes (23) are also arranged on the surface of the reinforcing rib (22).

5. The park landscape lake overflow structure of claim 1, wherein: the well lid (2) is made of a non-metallic material.

6. The park landscape lake overflow structure of claim 1, wherein: the outer diameter of the overflow sinking groove (21) is consistent with the inner diameter of the overflow well (1).

7. The park landscape lake overflow structure of claim 1, wherein: the depth of the overflow sinking groove (21) is more than one fifth of the thickness of the well lid (2).

8. The park landscape lake overflow structure of claim 1, wherein: the overflow well (1) is formed by pouring concrete.