CN217078823U

CN217078823U - Energy-saving type foundation pit pressure-bearing water-drop drainage system

Info

Publication number: CN217078823U
Application number: CN202220840526.0U
Authority: CN
Inventors: 孙中和; 肖英俊; 安博
Original assignee: Shenzhen Modern City Architectural Design Ltd
Current assignee: Shenzhen Modern City Architectural Design Ltd
Priority date: 2022-04-13
Filing date: 2022-04-13
Publication date: 2022-07-29
Anticipated expiration: 2032-04-13

Abstract

The application discloses an energy-saving foundation pit pressure-bearing water-lowering drainage system, which relates to the technical field of foundation pit drainage and comprises a foundation pit and a groove, the groove is arranged at the left side of the bottom end of the foundation pit, the right side of the bottom end of the foundation pit is provided with a water collecting tank, a vertical rod is fixedly arranged at the top end of the water collecting tank, a buffer plate is fixedly arranged at the top end of the vertical rod, in the energy-saving type foundation pit pressure-bearing water-drop drainage system, water in a foundation pit flows to a groove and a water collecting tank, the water in the groove flows to the water collecting tank through a guide pipe, a water pump is placed behind the top end of a buffer plate, the water pump is driven to pump water out of the foundation pit, and the water flow reduces the loss of soil blocks in the foundation pit under the buffer action of the buffer plate, simultaneously branch supports the backup pad of symmetry installation, and adjacent branch and backup pad form triangle-shaped, and the guard plate is more stable to strutting of foundation ditch, further avoids the inside loss that causes the clod when drawing water of foundation ditch.

Description

Energy-saving type foundation pit pressure-bearing water-drop drainage system

Technical Field

The application relates to the technical field of foundation pit drainage, in particular to an energy-saving foundation pit pressure-bearing water-falling drainage system.

Background

When discharging the water in the foundation ditch, because the sewer has not been built to the foundation ditch construction initial stage, water in the foundation ditch can not very fast discharge when rainwater weather, consequently need draw water with the help of the water pump, but at the in-process that draws water, the flow of rivers can drive the not hard up of foundation ditch bottom earth, and at the in-process that draws water, earth can be taken out along with rivers by the water pump, and then lead to the soil volume in the foundation ditch to reduce, and at the in-process that draws water, the great clod of foundation ditch lateral wall also probably can sink, and then lead to the foundation ditch can not normal use.

SUMMERY OF THE UTILITY MODEL

The application aims to provide an energy-saving foundation pit pressure-bearing water falls drainage system to solve current problem: the phenomenon that the soil blocks collapse along with the flow of water flow during drainage.

In order to solve the technical problem, the application is realized by the following technical scheme: energy-saving foundation ditch pressure-bearing water falls drainage system, including foundation ditch and slot, the left side at the foundation ditch bottom is seted up to the slot, the water catch bowl has been seted up on the right side of foundation ditch bottom, the top fixed mounting of water catch bowl has the montant, the top fixed mounting of montant has the buffer board, the through-hole has been seted up on the surface of buffer board, the inside fixed mounting of foundation ditch has the pipe, one side fixed mounting that the pipe is close to the slot has the baffle, the filtration pore has been seted up on the surface of baffle.

Further, the horizontal height of the bottom end of the buffer plate is lower than that of the bottom end of the groove.

By adopting the scheme, water in the groove can naturally flow to the water collecting tank.

Furthermore, the vertical rods are arranged on the front side and the rear side of the bottom end of the buffer plate, and the vertical rods and the through holes are staggered.

By adopting the scheme, after the vertical rod supports the buffer plate, the buffer plate is enabled to have a certain height from the bottom end of the foundation pit, so that water flow permeates to the upper side of the buffer plate through the through hole.

Furthermore, two ends of the guide pipe penetrate through the bottom end of the foundation pit and extend to the inside of the groove and the water collecting tank respectively.

Adopt above-mentioned scheme, the inside rivers of slot flow to the inside of water catch bowl through the pipe.

Furthermore, one end of the guide pipe close to the groove is positioned at the bottom of the groove, and the filtering holes are uniformly formed in the surface of the partition plate.

By adopting the scheme, the water flow in the groove is convenient to flow to the guide pipe, and when the water flow flows to the guide pipe through the filter holes, the filter holes prevent larger soil blocks from flowing into the guide pipe to cause the blockage of the guide pipe.

Further, the equal fixed mounting in the left and right sides of foundation ditch has the guard plate, two the equal fixed mounting in one side that the guard plate is close to each other has the backup pad, and is same the backup pad on the guard plate is provided with a plurality ofly, and is a plurality of the backup pad interval sets up and is located same straight line, two the equal fixed mounting in one side that the backup pad is close to each other has the bulb round pin, the right side the bulb round pin in the backup pad is provided with one, the left side the bulb round pin in the backup pad is provided with two, the left side the equal fixedly connected with branch of two bulb round pins in the same backup pad, each the other end of branch and the bulb round pin fixed connection in the backup pad of right side.

This energy-saving foundation ditch pressure-bearing water falls drainage system, the inside rivers of foundation ditch are to slot and catch basin, water in the slot passes through pipe flow direction catch basin, place the water pump behind the top of buffer board, the drive water pump is with water pump play foundation ditch, and rivers have reduced the loss of the inside soil block of foundation ditch under the cushioning effect of buffer board, branch supports the backup pad of symmetry installation simultaneously, and adjacent branch and backup pad form triangle-shaped, the guard plate is to strutting more stability of foundation ditch, further avoid the inside loss that causes the soil block of foundation ditch when drawing water.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

FIG. 1 is a schematic structural diagram of an energy-saving foundation pit pressure-bearing water-reducing drainage system according to the application;

FIG. 2 is a schematic front sectional view of the energy-saving foundation pit confined water drainage system of the present application;

FIG. 3 is a schematic structural diagram of a guide pipe of the energy-saving foundation pit pressure-bearing water-lowering and drainage system of the application;

fig. 4 is a schematic view of a connection structure of the support rod of the energy-saving foundation pit pressure-bearing water-reducing drainage system.

In the drawings, the components represented by the respective reference numerals are listed below:

1. a foundation pit; 2. a trench; 3. a water collection tank; 4. a vertical rod; 5. a buffer plate; 6. a through hole; 7. a conduit; 8. a partition plate; 9. a filtration pore; 10. a protection plate; 11. a support plate; 12. a ball stud; 13. a support rod.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

As shown in fig. 1 and 2, this application is energy-saving foundation ditch pressure-bearing water falls drainage system, including foundation ditch 1 and slot 2, slot 2 sets up the left side in 1 bottom of foundation ditch, water catch bowl 3 has been seted up on the right side of 1 bottom of foundation ditch, the top fixed mounting of water catch bowl 3 has montant 4, the top fixed mounting of montant 4 has buffer board 5, the level of buffer board 5 bottom is less than the level of 2 bottoms of slot, water in the slot 2 can flow to water catch bowl 3 naturally, through-hole 6 has been seted up on buffer board 5's surface, montant 4 is provided with a plurality ofly, both sides around the buffer board 5 bottom are evenly installed to a plurality of montants 4, montant 4 and through-hole 6 dislocation, montant 4 supports behind buffer board 5, make buffer board 5 have certain height apart from the bottom of foundation ditch 1, make rivers permeate to buffer board 5's top through-hole 6.

As shown in fig. 3, the inside fixed mounting of foundation ditch 1 has pipe 7, pipe 7 slightly inclines to set up, the bottom that pipe 7's both ends run through foundation ditch 1 extends to the inside of slot 2 and water catch bowl 3 respectively, the inside rivers of slot 2 pass through the inside of pipe 7 flow direction water catch bowl 3, one side fixed mounting that pipe 7 is close to slot 2 has baffle 8, filter hole 9 has been seted up on the surface of baffle 8, the one end that pipe 7 is close to slot 2 is located the bottom of slot 2, filter hole 9 and evenly set up on the surface of baffle 8, the inside rivers of slot 2 are convenient for flow to pipe 7, when rivers flow to pipe 7 through filtering hole 9, filter hole 9 and avoid great soil block to flow into pipe 7 and cause the jam of pipe 7.

As shown in fig. 4, protection plates 10 are fixedly mounted on the left side and the right side of a foundation pit 1, support plates 11 are fixedly mounted on the surfaces, close to each other, of the two protection plates 10, a plurality of support plates 11 are arranged on the same protection plate 10, the support plates 11 are arranged at intervals and located on the same straight line, ball pins 12 are fixedly mounted on the sides, close to each other, of the two support plates 11, one ball pin 12 is arranged on the right support plate 11, and two ball pins 12 are arranged on the left support plate 11; two ball stud 12 on the same backup pad 11 in left side equal fixedly connected with branch 13, the other end of each branch 13 and the ball stud 12 fixed connection on the right backup pad 11, adjacent branch 13 is triangle-shaped and supports on the surface of guard plate 10 for guard plate 10 installs in the inside stability more of foundation ditch 1.

The working principle of the energy-saving foundation pit pressure-bearing water-reducing drainage system is as follows: when drainage is needed, a water pump is placed at the top end of the buffer board 5, at the moment, water in the foundation pit 1 naturally flows to the groove 2 and the water collecting tank 3, meanwhile, the water in the groove 2 flows to the water collecting tank 3 through the guide pipe 7, when water flows to the guide pipe 7 through the filtering hole 9, the filtering hole 9 prevents larger soil blocks from flowing into the guide pipe 7 to cause blockage of the guide pipe 7, after the water pump is opened, the water in the water collecting tank 3 is pumped out through the through hole 6 by the water flow, so that the water flow is discharged, the support rods 13 support the symmetrically-installed support plates 11, the adjacent support rods 13 and the support plates 11 form a triangle, the support of the foundation pit 1 by the protection plates 10 is more stable, the soil blocks are further prevented from being lost when water is pumped in the foundation pit 1, when the support rods 13 are built, mechanical equipment is convenient to put down from gaps among the support rods 13 by adjusting the distance among the support rods 13, and the height of the support rods 13 is higher than that of the mechanical equipment, the mechanical equipment can be conveniently moved in the foundation pit 1 for construction.

In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean 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 application. 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 preferred embodiments of the present application disclosed above are intended only to aid in the explanation of the application. The preferred embodiments are not exhaustive and do not limit the application to the precise embodiments described. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the application and the practical application, to thereby enable others skilled in the art to best understand and utilize the application. The application is limited only by the claims and their full scope and equivalents.

Claims

1. Energy-saving foundation ditch pressure-bearing water falls drainage system, including foundation ditch (1) and slot (2), its characterized in that: the left side in foundation ditch (1) bottom is seted up in slot (2), water catch bowl (3) have been seted up on the right side of foundation ditch (1) bottom, the top fixed mounting of water catch bowl (3) has montant (4), the top fixed mounting of montant (4) has buffer board (5), through-hole (6) have been seted up on the surface of buffer board (5), the inside fixed mounting of foundation ditch (1) has pipe (7), one side fixed mounting that pipe (7) are close to slot (2) has baffle (8), filtration pore (9) have been seted up on the surface of baffle (8).

2. The energy-saving foundation pit confined water drainage system according to claim 1, wherein the bottom end of the buffer plate (5) has a lower level than the bottom end of the trench (2).

3. The energy-saving foundation pit confined water drainage system of claim 1, characterized in that, the montant (4) is installed in the front and back both sides of buffer board (5) bottom, montant (4) and through-hole (6) dislocation.

4. The energy-saving foundation pit confined water drainage system of claim 1, characterized in that both ends of the conduit (7) extend through the bottom end of the foundation pit (1) to the interior of the trench (2) and the water collection tank (3), respectively.

5. The energy-saving foundation pit confined water drainage system according to claim 1, wherein one end of the conduit (7) close to the trench (2) is located at the bottom of the trench (2), and the filtering holes (9) are uniformly formed in the surface of the partition (8).

6. The energy-saving foundation pit confined water drainage system of claim 1, the equal fixed mounting in the left and right sides of foundation ditch (1) has guard plate (10), two the equal fixed mounting in one side that guard plate (10) are close to each other has backup pad (11), and is same backup pad (11) on guard plate (10) are provided with a plurality ofly, and are a plurality of backup pad (11) interval sets up and is located same straight line, two the equal fixed mounting in one side that backup pad (11) are close to each other has bulb round pin (12), right side bulb round pin (12) on backup pad (11) are provided with one, and the left side bulb round pin (12) on backup pad (11) are provided with two, the left side equal fixedly connected with branch (13) in two bulb round pin (12) on same backup pad (11), each the other end of branch (13) and bulb round pin (12) fixed connection on right side backup pad (11).