CN214738090U - Foundation pit dewatering recycling device - Google Patents

Abstract

The utility model discloses a foundation ditch precipitation cycle recycle device relates to foundation ditch hydrologic cycle recycle field, including the foundation ditch main part, one side of foundation ditch main part is connected with the outlet pipe, and the inside of foundation ditch main part is provided with first concrete form and second concrete form, is provided with the expansion joint between first concrete form and the second concrete form. The utility model discloses a set up first transfer line, the second dowel steel, first sleeve pipe, second sleeve pipe and lubricating oil, in the use, lubricating oil can reduce frictional force between first transfer line and the first sleeve pipe and the frictional force between second dowel steel and the second sleeve pipe, be convenient for first transfer line and second transfer line freely slide in first sleeve pipe and second sleeve pipe, first concrete form is given with the power that the second concrete form received to first transfer line and second transfer line, the common atress of first concrete form and second concrete form, make pressure dispersed, the effectual life who prolongs concrete form.

Description

Foundation pit dewatering recycling device

Technical Field

The utility model relates to a foundation ditch hydrologic cycle field of recycling specifically is a foundation ditch precipitation cycle recycles device.

Background

The foundation pit is a space below the ground excavated for constructing a foundation and a basement of a building (including a structure).

The existing foundation pit water recycling device has the advantages that the local stress of the concrete template in the foundation pit is large, the concrete template is easy to displace and deform, the service life of the concrete slab template is short, in addition, the sealing performance of the foundation pit is poor, the water seepage phenomenon often occurs, the stability between the expansion joint and the concrete template is extremely poor, the bearing capacity between the expansion joint and the concrete template is weak, and the long-term use is not facilitated.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: in order to solve the problems that the local stress of the concrete template is overlarge and the bearing capacity between the expansion joint and the concrete template is weak, a foundation pit precipitation recycling device is provided.

In order to achieve the above object, the utility model provides a following technical scheme: a foundation pit precipitation recycling device comprises a foundation pit main body, wherein one side of the foundation pit main body is connected with a water outlet pipe, a first concrete template and a second concrete template are arranged inside the foundation pit main body, an expansion joint is arranged between the first concrete template and the second concrete template, sealing paste and a foam board are arranged inside the expansion joint, water stop belts are arranged on the outer surfaces of the first concrete template and the second concrete template, a first force transmission rod and a second force transmission rod are arranged inside the first concrete template, a first sleeve and a second sleeve are arranged on one side inside the second concrete template, lubricating oil is arranged inside the first sleeve and the second sleeve, reinforcing frames are fixed above and below one side of the first concrete template and the second concrete template, reinforcing ribs are arranged inside the reinforcing frames, and reinforcing steel bars are arranged on the outer surfaces of the reinforcing ribs.

Preferably, the first concrete form is slidably connected with the second concrete form through the first dowel bar, the second dowel bar, the first sleeve and the second sleeve.

Preferably, the number of the reinforcing frames is four, and the four reinforcing frames are arranged in a rectangular array.

Preferably, the number of the water outlet pipes is two, and the two water outlet pipes are parallel to each other.

Preferably, the reinforcing ribs are arranged in a plurality and are arranged at equal intervals.

Preferably, the reinforcing steel bar is provided with a plurality of reinforcing steel bars, and the plurality of reinforcing steel bars are longitudinally and uniformly distributed.

Preferably, the foam board is made of polyethylene, and the sealant is made of polysulfide sealant.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model is provided with the first transmission rod, the second transmission rod, the first sleeve, the second sleeve and the lubricating oil, when in use, rainwater falls into the foundation pit main body for storage, when earthquake happens, the first transmission rod can move in the first sleeve, the second transmission rod can move in the second sleeve, the lubricating oil can reduce the friction between the first transmission rod and the first sleeve and the friction between the second transmission rod and the second sleeve, thereby the first transmission rod and the second transmission rod can move more smoothly, the first transmission rod and the second transmission rod can slide freely in the first sleeve and the second sleeve, the first transmission rod and the second transmission rod transmit the force received by the second concrete template to the first concrete template, the first concrete template and the second concrete template are stressed together, the pressure is dispersed, thereby avoiding the local stress of one concrete template from being too large, the relative displacement deformation of the first concrete template and the second concrete template can be reduced, and the service life of the concrete templates is effectively prolonged;

2. the utility model discloses a set up anchor frame, strengthening rib and reinforcing bar, the anchor frame is convenient for consolidate between expansion joint and first concrete form and the second concrete form, because the strengthening rib can be under the state that does not increase anchor frame inner wall thickness, strengthen the intensity and the rigidity of anchor frame to the strengthening rib is as the skeleton of steel bar installation, and a plurality of reinforcing bars consolidate between with expansion joint and the concrete form, make the stability between expansion joint and the concrete form improve, and the bearing capacity strengthens.

Drawings

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

FIG. 2 is a schematic view of the sectional structure of the main body of the foundation pit of the present invention;

fig. 3 is a schematic sectional structure view of the first concrete form and the second concrete form of the present invention;

fig. 4 is a schematic view of the present invention at a in fig. 3.

In the figure: 1. a foundation pit main body; 2. a water outlet pipe; 3. a first concrete form; 4. a second concrete form; 5. a water stop; 6. an expansion joint; 7. sealing paste; 8. a foam board; 9. a reinforcing frame; 10. a first transfer lever; 11. a sleeve; 12. lubricating oil; 13. a second dowel bar; 14. a second sleeve; 15. reinforcing ribs; 16. and (5) reinforcing steel bars.

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. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "connected" and "disposed" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; 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. The following describes an embodiment of the present invention according to its overall structure.

Referring to fig. 1-4, a foundation pit precipitation recycling device includes a foundation pit main body 1, a water outlet pipe 2, a first concrete formwork 3, a second concrete formwork 4, a water stop 5, an expansion joint 6, a sealing paste 7, a foam board 8, a reinforcing frame 9, a first force transmission rod 10, a first sleeve pipe 11, lubricating oil 12, a second force transmission rod 13, a second sleeve pipe 14, a reinforcing rib 15 and a reinforcing steel bar 16; one side of a foundation pit main body 1 is connected with a water outlet pipe 2, a first concrete formwork 3 and a second concrete formwork 4 are arranged inside the foundation pit main body 1, an expansion joint 6 is arranged between the first concrete formwork 3 and the second concrete formwork 4, a sealing paste 7 and a foam board 8 are arranged inside the expansion joint 6, water stop belts 5 are arranged on the outer surfaces of the first concrete formwork 3 and the second concrete formwork 4, a first transmission rod 10 and a second transmission rod 13 are arranged inside the first concrete formwork 3, a first sleeve 11 and a second sleeve 14 are arranged on one side inside the second concrete formwork 4, lubricating oil 12 is arranged inside the first sleeve 11 and the second sleeve 14, reinforcing frames 9 are fixed above and below one side of the first concrete formwork 3 and the second concrete formwork 4, reinforcing ribs 15 are arranged inside the reinforcing frames 9, reinforcing steel bars 16 are arranged on the outer surface of the reinforcing ribs 15, the reinforcing bars 16 reinforce the space between the expansion joint 6 and the concrete formwork, so that the bearing capacity between the expansion joint 6 and the concrete formwork is increased.

Please refer to fig. 2 and 3, the first concrete form 3 is slidably connected to the second concrete form 4 through the first dowel bar 10, the second dowel bar 13, the first sleeve 11 and the second sleeve 14, four reinforcing frames 9 are provided, the four reinforcing frames 9 are arranged in a rectangular array, and the reinforcing frames 9 are convenient for stabilizing the expansion joint 6 and the concrete form.

Please refer to fig. 1 and 4, two water outlet pipes 2 are provided, and the two water outlet pipes 2 are parallel to each other, the water outlet pipes 2 are convenient for a user to extract water in the foundation pit main body 1, the plurality of reinforcing ribs 15 are provided, and the plurality of reinforcing ribs 15 are arranged at equal intervals, and the reinforcing ribs 15 can enhance the strength and rigidity of the reinforcing frame 9 without increasing the thickness of the inner wall of the reinforcing frame 9.

Please refer to fig. 2 and 4, the plurality of steel bars 16 are arranged, and the plurality of steel bars 16 are distributed longitudinally and uniformly, the steel bars 16 reinforce the space between the expansion joint 6 and the concrete formwork, so that the bearing capacity between the expansion joint 6 and the concrete formwork is increased, the foam plate 8 is made of polyethylene, and the sealant 7 is made of polysulfide sealant, which is convenient for improving the sealing performance of the foundation pit main body 1 and reducing water seepage.

The working principle is as follows: firstly, in the using process, rainwater falls into the foundation pit main body 1 for storage, when an earthquake occurs, the first force transmission rod 10 can move in the first sleeve 11, the second force transmission rod 13 can move in the second sleeve 14, the lubricating oil 12 can reduce the friction force between the first force transmission rod 10 and the first sleeve 11 and the friction force between the second force transmission rod 13 and the second sleeve 14, so that the first force transmission rod 10 and the second force transmission rod 13 can freely slide in the first sleeve 11 and the second sleeve 14, the first force transmission rod 10 and the second force transmission rod 13 can transmit the force received by the second concrete formwork 4 to the first concrete formwork 3, the first concrete formwork 3 and the second concrete formwork 4 jointly bear the force, so that the pressure is dispersed, the reinforcing frame 9 is convenient for reinforcing the expansion joint 6 and the first concrete formwork 3 and the second concrete formwork 4, the reinforcing ribs 15 can reinforce the inner wall of the reinforcing frame 9 without increasing the thickness, the intensity and the rigidity of reinforcing frame 9 are strengthened, and strengthening rib 15 is as the skeleton of reinforcing bar 16 installation, and a plurality of reinforcing bars 16 are consolidated between expansion joint 6 and the concrete form for the bearing capacity between expansion joint 6 and the concrete form increases.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (7)

1. The utility model provides a foundation ditch precipitation cycle recycle device, includes foundation ditch main part (1), its characterized in that: one side of the foundation pit main body (1) is connected with a water outlet pipe (2), a first concrete template (3) and a second concrete template (4) are arranged inside the foundation pit main body (1), an expansion joint (6) is arranged between the first concrete template (3) and the second concrete template (4), sealing paste (7) and a foam board (8) are arranged inside the expansion joint (6), a water stop belt (5) is arranged on the outer surfaces of the first concrete template (3) and the second concrete template (4), a first force transmission rod (10) and a second force transmission rod (13) are arranged inside the first concrete template (3), a first sleeve (11) and a second sleeve (14) are arranged on one side inside the second concrete template (4), and lubricating oil (12) is arranged inside the first sleeve (11) and the second sleeve (14), reinforcing frames (9) are fixed above and below one side of the first concrete formwork (3) and the second concrete formwork (4), reinforcing ribs (15) are arranged inside the reinforcing frames (9), and reinforcing steel bars (16) are mounted on the outer surfaces of the reinforcing ribs (15).

2. The foundation pit precipitation recycling device of claim 1, wherein: the first concrete formwork (3) is connected with the second concrete formwork (4) in a sliding mode through a first dowel bar (10), a second dowel bar (13), a first sleeve (11) and a second sleeve (14).

3. The foundation pit precipitation recycling device of claim 1, wherein: the reinforcing frames (9) are four, and the four reinforcing frames (9) are arranged in a rectangular array.

4. The foundation pit precipitation recycling device of claim 1, wherein: the water outlet pipes (2) are arranged in two numbers, and the two water outlet pipes (2) are parallel to each other.

5. The foundation pit precipitation recycling device of claim 1, wherein: the reinforcing ribs (15) are arranged in a plurality of and are arranged at equal intervals in the reinforcing ribs (15).

6. The foundation pit precipitation recycling device of claim 1, wherein: the reinforcing steel bars (16) are arranged in a plurality of numbers, and the reinforcing steel bars (16) are longitudinally and uniformly distributed.

7. The foundation pit precipitation recycling device of claim 1, wherein: the foam plate (8) is made of polyethylene, and the sealant (7) is made of polysulfide sealant.

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