CN211200627U

CN211200627U - Underground water supply and drainage concrete structure of house building

Info

Publication number: CN211200627U
Application number: CN201921105149.0U
Authority: CN
Inventors: 杨清华
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-16
Filing date: 2019-07-16
Publication date: 2020-08-07
Anticipated expiration: 2029-07-16

Abstract

The utility model belongs to the technical field of underground water supply and drainage concrete structures, in particular to an underground water supply and drainage concrete structure of a house building, which comprises a concrete structure main body, wherein a concrete layer, a bottom plate layer, a first water leakage layer, a fourth anti-blocking layer, a bearing layer, an adhesive layer and a second water leakage layer are sequentially arranged inside the concrete structure main body from bottom to top, the concrete layer, the first water leakage layer, the fourth anti-blocking layer, the bearing layer, the adhesive layer and the second water leakage layer are sequentially filled with cement mortar, a first net plate, a round platform, a bearing plate, an adhesive and a second net plate, a plurality of second water drainage holes are arranged inside the bearing plate, an inclined groove is arranged on the upper end surface of the bottom plate layer, a plurality of uniformly distributed support rods are fixedly connected between the inclined groove and the first water leakage layer, and through an inclined block is cut, thereby achieving the effect of drainage treatment of local accumulated water, the inconvenience caused by surface water accumulation is avoided.

Description

Underground water supply and drainage concrete structure of house building

Technical Field

The utility model relates to an underground water supply and drainage concrete structure technical field, concretely relates to house property building underground water supply and drainage concrete structure.

Background

In modern buildings, most buildings are provided with basements, no matter small basements for villas or large basements with multiple functions under high-rise houses, the gravity flow drainage can be achieved to a very small extent, once the basements are flooded, huge life or property loss can be brought, therefore, the drainage design of the basements is also very important, the reliability and the stability of the basement drainage design are improved, the life and property safety of people can be guaranteed to a certain extent, and the life quality of people is improved.

At present, the existing underground water supply and drainage concrete structure of a house building has no concrete structure for draining local accumulated water, and then when flood occurs, drainage can be performed only through partial floor drain sewer pipes, so that accumulated water is easy to occur.

SUMMERY OF THE UTILITY MODEL

For solving the problem that proposes among the above-mentioned background art, the utility model provides a house property building underground water supply and drainage concrete structure has local ponding and carries out the characteristics of drainage.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a house building underground water supply and drainage concrete structure, includes the concrete structure main part, the inside of concrete structure main part leaks the water layer by lower supreme concrete layer, bottom plate layer, first water leakage layer, fourth anti-clogging layer, bearing layer, adhesive linkage and the second of having set gradually, the inside of concrete layer, first water leakage layer, fourth anti-clogging layer, bearing layer, adhesive linkage and second water leakage layer is filled in proper order has cement mortar, first otter board, round platform, bearing plate, adhesive and second otter board, a plurality of second wash ports have been seted up to the inside of bearing plate, the tip floor has been seted up the tip floor, a plurality of evenly distributed's of fixedly connected with bracing piece between tip floor and the first layer that leaks.

In order to flow into the inside of drain pipe with the ponding of infiltration and carry out the drainage, conduct the utility model relates to a building underground water supply and drainage concrete structure is preferred, the left side fixedly connected with brace table of tip tank, water drainage tank has been seted up to the lower extreme of tip tank, water drainage tank's lower extreme embedding is in concrete layer's inside, the floor drain is installed to water drainage tank's inside bottom, water drainage tank's lower terminal surface is located the first drain pipe of below fixedly connected with of floor drain.

For the convenience will filter the water after the drain pipe that flows into fast, conduct the utility model relates to a house building underground water supply and drainage concrete structure is preferred, the left side on second water leakage layer is inlayed and is equipped with the trench cover, a plurality of holes that leak have been seted up to the up end of trench cover, two oblique baffles of lower terminal surface fixedly connected with of trench cover, two the lower terminal surface fixedly connected with ponding apron of oblique baffle, the lower terminal surface fixedly connected with second drain pipe of ponding apron.

In order to assemble the second drain pipe with the water that flows into first drain pipe, as the utility model relates to a building underground water supply and drainage concrete structure is preferred, the connector has been seted up in the left side of second drain pipe, the other end fixedly connected with connecting piece of first drain pipe, connecting piece and connector threaded connection.

For convenient installation and dismantlement to water drainage tank, conduct the utility model relates to a house building underground water supply and drainage concrete structure is preferred, the inside thread bush, two of all having embedded in water drainage tank's the left and right sides inboard threaded connection of thread bush has screw thread knob, two the inside that extends to brace table and bottom plate layer is run through respectively to screw thread knob both sides.

For first drain pipe of convenient installation and second drain pipe, conduct the utility model relates to a house building underground water supply and drainage concrete structure is preferred, the equal fixedly connected with chisel hair processing block of lateral wall of second drain pipe and first drain pipe.

In order to prevent that two oblique baffle positions from taking place the skew, conduct the utility model relates to a house building underground water supply and drainage concrete structure is preferred, two the equal fixedly connected with waterproof daub of lateral wall of oblique baffle.

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

1. this kind of house building underground gives drainage concrete structure, the concrete structure main part loops through the second and leaks the water layer, the adhesive linkage, the bearing layer, fourth anti-clogging layer, first water leakage layer, bottom plate layer and concrete layer constitute, when concrete structure main part upper end takes place ponding, ponding can be passed through the downward infiltration of second otter board, then second wash port through in the bearing plate reachs between bearing plate and the first otter board, the round platform can erect between first otter board and the bearing plate and form certain drainage space, with prevent too much inconvenient drainage of ponding volume, the bracing piece is reachd after ponding cushions to first otter board, the inclined groove has the slope, can guarantee the smooth landing of ponding, thereby reached the effect of carrying out drainage processing to the ponding of local, the inconvenience that the ponding of ground brought has been avoided.

2. This kind of house building underground water supply and drainage concrete structure, the brace table that sets up through the left side of tip tank, and then the brace table supports the gravity that the upper end bore, the water of tip tank flows into in the upper end, the slope of tip tank makes ponding collect the inside back of water drainage tank, the further filtration that filters of floor drain of the inside bottom installation of water drainage tank bottom, the water after the filtration flows into the inside of first drain pipe to reached and gathered ponding the inside effect of first drain pipe.

3. This kind of house property building underground plumbing concrete structure, inlay through the left side at the second hourglass water layer and establish the trench cover, the convenient upper end of filtering the trench cover with the rubbish of aquatic, prevent to flow into the inside jam second drain pipe of second drain pipe, the rainwater that flows into the trench cover upper end flows into the below through the trench cover, two oblique baffles assemble ponding apron with water and flow into the inside of second drain pipe after buffering, thereby reached and carried out the effect of first drainage to too much rainwater.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:

FIG. 1 is an overall structure diagram of the present invention;

FIG. 2 is a sectional view of the underground water supply and drainage concrete structure of the building of the present invention;

FIG. 3 is a cross-sectional view of a second drain pipe of the present invention;

fig. 4 is a sectional view of the drainage channel of the present invention;

in the figure, 1, a concrete structure body; 101. a second water leakage layer; 102. a second screen plate; 2. an adhesive layer; 201. an adhesive; 3. a bearing layer; 301. a second drain hole; 302. a bearing plate; 4. a fourth anti-clogging layer; 401. a circular truncated cone; 5. a first water leakage layer; 501. a first screen plate; 6. a floor layer; 601. an inclined groove; 602. a support table; 603. a support bar; 7. a concrete layer; 701. cement mortar; 8. a trench cover plate; 801. a water leakage hole; 802. an inclined baffle plate; 803. A water accumulation cover plate; 804. a second drain pipe; 805. a roughening treatment block; 806. a connecting member; 807. Waterproof daub; 9. a water discharge tank; 901. a threaded knob; 902. a threaded sleeve; 903. a floor drain; 904. a first drain pipe; 905. a connecting member.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. In addition, in the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

Referring to fig. 1-4, the present invention provides the following technical solutions: the utility model provides a building underground water supply and drainage concrete structure, including concrete structure main part 1, concrete structure main part 1's inside has set gradually concrete layer 7 by lower supreme, bottom plate layer 6, first water leakage layer 5, fourth anti-clogging layer 4, bearing layer 3, adhesive linkage 2 and second water leakage layer 101, concrete layer 7, first water leakage layer 5, fourth anti-clogging layer 4, bearing layer 3, the inside of adhesive linkage 2 and second water leakage layer 101 is filled in proper order has cement mortar 701, first otter board 501, round platform 401, bearing plate 302, adhesive 201 and second otter board 102, a plurality of second otter boards 301 have been seted up to the inside of bearing plate 302, inclined groove 601 has been seted up to bottom plate layer 6's upper end, fixedly connected with a plurality of evenly distributed's bracing piece 603 between inclined groove 601 and the first water leakage layer 5.

In this embodiment: concrete structure main part 1 loops through second water leakage layer 101, adhesive linkage 2, bearing layer 3, fourth anti-clogging layer 4, first water leakage layer 5, floor layer 6 and concrete layer 7 constitute, when ponding takes place in concrete structure main part 1 upper end, ponding can be through second otter board 102 infiltration downwards, then reach between bearing plate 302 and first otter board 501 through second wash port 301 in bearing plate 302, round platform 401 can erect between first otter board 501 and the bearing plate 302 and form certain drainage space, with the inconvenient drainage of preventing the ponding volume too much, ponding reachs bracing piece 603 after buffering to first otter board 501, inclined groove 601 has the slope, can guarantee the smooth landing of ponding, thereby reached the effect of carrying out drainage treatment to the ponding of local, the inconvenience that the ponding brought has been avoided ground.

Specifically, a support table 602 is fixedly connected to the left side of the inclined groove 601, a drainage groove 9 is formed in the lower end of the inclined groove 601, the lower end of the drainage groove 9 is embedded into the concrete layer 7, a floor drain 903 is installed at the bottom end of the interior of the drainage groove 9, and a first drainage pipe 904 is fixedly connected to the lower end face of the drainage groove 9 and located below the floor drain 903.

In this embodiment: the supporting table 602 arranged on the left side of the inclined groove 601 is used, the supporting table 602 supports the gravity borne by the upper end, the upper end of the water flowing into the inclined groove 601 collects the inside of the drainage groove 9 through the inclination of the inclined groove 601, the floor drain 903 arranged at the bottom end inside the drainage groove 9 is used for further filtering, the filtered water flows into the first drainage pipe 904, and therefore the effect that accumulated water is collected inside the first drainage pipe 904 is achieved.

Specifically, the left side of second water leakage layer 101 is inlayed and is equipped with trench cover 8, and a plurality of holes 801 that leak have been seted up to trench cover 8's up end, two oblique baffles 802 of lower terminal surface fixedly connected with of trench cover 8, the lower terminal surface fixedly connected with ponding apron 803 of two oblique baffles 802, the lower terminal surface fixedly connected with second drain pipe 804 of ponding apron 803.

In this embodiment: establish trench cover 8 through the left side of second water leakage layer 101 inlays, and then the convenient upper end of filtering trench cover 8 with the rubbish of aquatic, prevent to flow into the inside of second drain pipe 804 and block up second drain pipe 804, through set up a plurality of holes 801 that leak in trench cover 8's upper end, when the rainwater flows into trench cover 8 upper end, the rainwater after the filtration enters into inside second drain pipe 804 through hole 801 that leaks, the rainwater that flows into trench cover 8 upper end flows into the below through trench cover 8, two inclined baffle 802 assemble ponding apron 803 with water and flow into the inside of second drain pipe 804 after buffering, thereby reached and carried out the effect of first drainage to too much rainwater.

Specifically, a connection port 806 is formed in the left side of the second drain pipe 804, a connection piece 905 is fixedly connected to the other end of the first drain pipe 904, and the connection piece 905 is in threaded connection with the connection port 806.

In this embodiment: the second drain pipe 804 and the first drain pipe 904 are connected by screwing the connecting member 905 to the connecting port 806, so that the water in the first drain pipe 904 is collected in the second drain pipe 804.

Specifically, threaded sleeves 902 are embedded in the left side and the right side of the drainage channel 9, threaded knobs 901 are connected to the inner sides of the two threaded sleeves 902 in a threaded manner, and two sides of each threaded knob 901 penetrate through the support table 602 and the floor layer 6 respectively.

In this embodiment: through screwing two screw knobs 901, and then two thread sleeves 902 of the two screw knobs 901 carry out the screw thread rotation, the drainage channel 9 is installed in the supporting table 602 and the inclined groove 601, thereby achieving the effect of conveniently installing and detaching the drainage channel 9.

Specifically, the outer side walls of the second drain pipe 804 and the first drain pipe 904 are fixedly connected with a roughening treatment block 805.

In this embodiment: the second drain pipe 804 and the first drain pipe 904 are conveniently installed by performing chiseling treatment on the outer side wall of the second drain pipe 804 and the outer side wall of the first drain pipe 904, so that the effect of protecting the second drain pipe 804 and the first drain pipe 904 from being damaged is achieved.

Specifically, the outer side walls of the two inclined baffles 802 are fixedly connected with waterproof mastic 807.

In this embodiment: through set up waterproof daub 807 at the lateral wall of two inclined baffle 802, and then prevent long-time rainwater wash, cause the concrete of inclined baffle 802 both sides not hard up, make the position of inclined baffle 802 take place the skew to just faced the effect that 8 of trench cover subsides.

The utility model discloses a theory of operation and use flow: rainwater in the passageway flows into the upper end of the trench cover plate 8 for primary drainage, the trench cover plate 8 filters garbage in the water to the upper end of the trench cover plate 8, the rainwater flowing into the upper end of the trench cover plate 8 flows into the lower part through a plurality of water leakage holes 801, two inclined baffles 802 collect the water into a water collecting cover plate 803 for buffering and then flow into the interior of a second drainage pipe 804, when the upper end of the concrete structure main body 1 is accumulated with water, the accumulated water can permeate downwards through a second screen plate 102 and then reach between the bearing plate 302 and the first screen plate 501 through a second drainage hole 301 in the bearing plate 302, a certain drainage space can be formed between the first screen plate 501 and the bearing plate 302 by a circular truncated cone 401 in an erected mode so as to prevent the accumulated water from being inconvenient to drain due to excessive water, the accumulated water reaches a support rod 603 after being buffered in the first screen plate 501, the water flowing into the inclined groove 601 is collected into the interior of the drainage groove 9 through the inclined, the floor drain 903 installed at the bottom end inside the bottom of the drainage channel 9 is further filtered, filtered water flows into the first drainage pipe 904, accumulated water is gathered inside the first drainage pipe 904, water inside the first drainage pipe 904 is gathered inside the second drainage pipe 804, and drainage is performed through the second drainage pipe 804.

The above description is only exemplary of the present invention and should not be construed as limiting the present invention, and any modifications, equivalents and improvements made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.

Claims

1. The utility model provides a building underground water supply and drainage concrete structure, includes concrete structure main part (1), its characterized in that: the concrete structure main body (1) is internally provided with a concrete layer (7), a bottom plate layer (6), a first water leakage layer (5), a fourth anti-blocking layer (4), a bearing layer (3), an adhesive layer (2) and a second water leakage layer (101) from bottom to top in sequence, the concrete layer (7), the first water leakage layer (5), the fourth anti-blocking layer (4), the bearing layer (3), the bonding layer (2) and the second water leakage layer (101) are sequentially filled with cement mortar (701), a first screen plate (501), a circular truncated cone (401), a bearing plate (302), a bonding agent (201) and a second screen plate (102), a plurality of second drain holes (301) are arranged inside the bearing plate (302), the upper end face of bottom plate layer (6) has been seted up inclined groove (601), a plurality of evenly distributed's of fixedly connected with bracing piece (603) between inclined groove (601) and first water leakage layer (5).

2. The underground water supply and drainage concrete structure of a house building according to claim 1, wherein: the left side fixedly connected with brace table (602) of tip tank (601), water drainage tank (9) have been seted up to the lower extreme of tip tank (601), the lower extreme embedding of water drainage tank (9) is in the inside of concrete layer (7), floor drain (903) are installed to the inside bottom of water drainage tank (9), the lower terminal surface of water drainage tank (9) is located first drain pipe (904) of below fixedly connected with of floor drain (903).

3. The underground water supply and drainage concrete structure of a house building according to claim 2, wherein: the left side of second water leakage layer (101) is inlayed and is equipped with ditch apron (8), a plurality of holes (801) that leak have been seted up to the up end of ditch apron (8), two oblique baffle (802) of the lower terminal surface fixedly connected with of ditch apron (8), two lower terminal surface fixedly connected with ponding apron (803) of oblique baffle (802), lower terminal surface fixedly connected with second drain pipe (804) of ponding apron (803).

4. The underground water supply and drainage concrete structure of a house building according to claim 3, wherein: a connecting port (806) is formed in the left side of the second water drainage pipe (804), a connecting piece (905) is fixedly connected to the other end of the first water drainage pipe (904), and the connecting piece (905) is in threaded connection with the connecting port (806).

5. The underground water supply and drainage concrete structure of a house building according to claim 2, wherein: threaded sleeves (902) are respectively embedded into the left side and the right side of the drainage groove (9), threaded knobs (901) are connected to the inner sides of the two threaded sleeves (902) in a threaded mode, and the two sides of the two threaded knobs (901) respectively penetrate through and extend into the supporting table (602) and the bottom plate layer (6).

6. The underground water supply and drainage concrete structure of a house building according to claim 4, wherein: the outer side walls of the second water discharge pipe (804) and the first water discharge pipe (904) are fixedly connected with a scabbling processing block (805).

7. The underground water supply and drainage concrete structure of a house building according to claim 3, wherein: the outer side walls of the two inclined baffles (802) are fixedly connected with waterproof daub (807).