CN212248392U

CN212248392U - Basement prevention of seepage drainage structures

Info

Publication number: CN212248392U
Application number: CN202021104894.6U
Authority: CN
Inventors: 曹秋燕
Original assignee: Longyou Huayi Building Materials Co ltd
Current assignee: Longyou Huayi Building Materials Co ltd
Priority date: 2020-06-15
Filing date: 2020-06-15
Publication date: 2020-12-29
Anticipated expiration: 2030-06-15

Abstract

The utility model relates to a prevention of seepage water drainage technical field just discloses a basement prevention of seepage water drainage structure, which comprises a base plate, evenly be provided with the frustum pillar on the base plate, be provided with the indent strengthening groove between two adjacent frustum pillars, the outside limit of indent strengthening groove is provided with the strengthening rib group, forms the rectangle inner groovy between four adjacent strengthening rib groups and four corresponding frustum pillars rather than. This basement prevention of seepage drainage structures, embedding cooperation intensity between the hollow structure of effectual enhancement frustum pillar and the pea gravel concrete, the effectual joint strength who strengthens between frustum pillar and the base plate of strengthening rib group, connection stability between the adjacent frustum pillar of guarantee, the support intensity of the adjacent frustum pillar of guarantee, avoid the infiltration water to the top end waterlogging caused by excessive rainfall of frustum pillar, the difference in height between frustum pillar and the base plate, the circulation of the rainwater of being convenient for between the frustum pillar, guarantee groundwater prevention of seepage and pass through drainage structures's stable use.

Description

Basement prevention of seepage drainage structures

Technical Field

The utility model relates to a prevention of seepage drainage technical field specifically is a basement prevention of seepage drainage structure.

Background

Basement surface can produce some infiltration water in overcast and rainy day, or the rainwater that external high plane flowed in, cause the basement moist or produce rivers, generally can be provided with escape canal or sump pit in the basement, concentrate the water conservancy diversion with rainwater rivers, but rainwater still can flow along the ground of basement, influence the walking of traveling of basement vehicle or pedestrian, generally can lay drainage structures at basement ground and guide the mediation to the rivers on ground in prior art, but current drainage structures's structural strength is not high, connecting portion between arch and the base plate easily receives external force to damage after long-time pressurized use, simultaneously base plate part generally can not effectually prevent ground infiltration for plane or fretwork form, drainage structures's whole use strength has been reduced, consequently, the utility model discloses the people has designed a basement drainage structures.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides a basement prevention of seepage drainage structure has solved the lower fragile problem that can not effectively prevent the infiltration drainage of drainage structural strength.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a basement prevention of seepage drainage structures, includes the base plate, evenly be provided with the frustum pillar on the base plate, be provided with the indent reinforcing groove between two adjacent frustum pillars, the outside limit of indent reinforcing groove is provided with strengthening rib group, constitutes the rectangle inner groovy between four adjacent strengthening rib groups and four corresponding frustum pillars thereof.

Preferably, the frustum pillar is a hollow structure with a closed top and an open bottom, so that the fine aggregate concrete can be embedded into the hollow structure of the frustum pillar conveniently, and the connection strength between the fine aggregate concrete and the frustum pillar is enhanced.

Preferably, the strengthening rib group is the rectangle on the base plate around the long strip protruding group of thickening that indent reinforcing groove set up, fillet transition links up between the bottom side of frustum pillar and the adjacent strengthening rib group, the effectual linking intensity of strengthening between frustum pillar and the base plate that sets up of strengthening rib group.

Preferably, fillet transition links up between strengthening rib group and the rectangle inner groovy inside wall for the interior plane of rectangle inner groovy can be given in effectual transmission through strengthening rib group to the power that the frustum pillar received, and additional strengthening's whole service strength, the design of rectangle inner groovy is convenient for the accumulation of ground infiltration water simultaneously.

Preferably, the inner concave reinforcing groove on the substrate is flush with the inner bottom plane and the bottom plane of the rectangular inner groove, so that the matching area between the whole structure of the substrate and the ground is increased, and the whole compressive strength of the substrate is enhanced.

Preferably, the base plate, the frustum pillar, the inward concave reinforcing groove, the reinforcing rib group and the rectangular inner groove are integrally formed by compression molding, the integral compression molding greatly facilitates the processing of products, and the production efficiency of the products is improved.

Preferably, the frustum pillar is regular polygon frustum shape pillar, the edge of the frustum pillar is the fillet setting, the top closed end face of the frustum pillar is less than the bottom open end face of the frustum pillar, the supporting structure of the frustum pillar is optimized, and the integral supporting strength of the substrate is improved.

Preferably, the frustum pillar is in transition connection with the inner side wall of the rectangular inner groove through a fillet.

Preferably, the frustum pillar rectangular arrays are distributed at four corners of the corresponding rectangular inner grooves, and the reinforcing rib group rectangular arrays are distributed at the side edges of the corresponding rectangular inner grooves.

(III) advantageous effects

The utility model provides a basement prevention of seepage drainage structures. The method has the following beneficial effects:

(1) this basement prevention of seepage drainage structures sets up to regular polygon frustum pillar through with the frustum pillar, is different from traditional frustum of a cone strut structure, and effectual embedding cooperation intensity between hollow structure and the fine aggregate concrete of strengthening the frustum pillar.

(2) This basement prevention of seepage drainage structures through set up strengthening rib group between the frustum pillar, and the joint strength between effectual enhancement frustum pillar and the base plate ensures the stability of connection between the adjacent frustum pillar, and the rectangle surrounds the support intensity that can ensure adjacent frustum pillar in the rectangle inner groovy of four sides of indent reinforcing groove simultaneously, improves drainage structures's comprehensive performance.

(3) This basement prevention of seepage drainage structures mutually supports through setting up indent reinforcing groove and rectangle inner groovy, when the structure uses, ground infiltration can see through the upper surface that the base plate oozed to, and the design of indent reinforcing groove and rectangle inner groovy does benefit to the gathering of infiltration water, avoids the infiltration water to the top end surface water of frustum pillar, the difference in height between frustum pillar and the base plate, the circulation of the rainwater of being convenient for between the frustum pillar, guarantee groundwater prevention of seepage drainage structures's stable use.

Drawings

FIG. 1 is a schematic axial view of the present invention;

fig. 2 is a schematic view of the bottom view structure of the present invention;

fig. 3 is a schematic view of the frustum pillar of the present invention.

In the figure: the structure comprises a base plate 1, a frustum supporting column 2, a hollow structure 21, a concave reinforcing groove 3, a reinforcing rib group 4 and a rectangular inner groove 5.

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.

As shown in fig. 1-3, the utility model provides a technical solution: a basement anti-seepage water drainage structure comprises a base plate 1, frustum pillars 2 are uniformly arranged on the base plate 1, the minimum inner diameter of each frustum pillar 2 is larger than 25mm, each frustum pillar 2 is a hollow structure 21 with a closed top and an open bottom, so that fine stone concrete can be conveniently poured into the hollow structure 21 of each frustum pillar 2, the connection strength between the fine stone concrete and each frustum pillar 2 is enhanced, an inward concave reinforcing groove 3 is arranged between every two adjacent frustum pillars 2, a reinforcing rib group 4 is arranged on the outer side edge of each inward concave reinforcing groove 3, each reinforcing rib group 4 is a thickened strip-shaped protrusion group which is arranged on the base plate 1 and surrounds the corresponding inward concave reinforcing groove 3 in a rectangular mode, round corners between the bottom side surface of each frustum pillar 2 and the corresponding reinforcing rib group 4 are in transition connection, the reinforcing rib group 4 is effectively arranged to enhance the connection strength between each frustum pillar 2 and the base plate 1, rectangular inner grooves 5 are formed between the four adjacent reinforcing rib groups 4 and the corresponding frustum pillars 2, fillet transitional coupling between the reinforcing rib group 4 and the inner side wall of the rectangular inner groove 5 enables the force received by the frustum pillar 2 to be effectively transmitted to the inner plane of the rectangular inner groove 5 through the reinforcing rib group 4, the overall use strength of the reinforcing structure is enhanced, meanwhile, the design of the rectangular inner groove 5 is convenient for the accumulation of ground seepage water, the inner concave reinforcing groove 3 on the substrate 1 is flush with the inner bottom plane and the bottom plane of the rectangular inner groove 5, the matching area between the overall structure of the substrate 1 and the ground is increased, the overall compressive strength of the substrate 1 is enhanced, the substrate 1, the frustum pillar 2, the inner concave reinforcing groove 3, the reinforcing rib group 4 and the rectangular inner groove 5 are integrally compression-molded, the integral compression-molded is extremely large, the processing of products is facilitated, the production efficiency of the products is improved, the frustum pillar 2 is a regular polygonal frustum pillar, the edges of the frustum pillar 2 are all fillet settings, the top closed end face of frustum pillar 2 is less than the bottom open end face of frustum pillar 2, optimizes the bearing structure of frustum pillar 2, improves the whole support intensity of base plate 1, and for fillet transition linking between

frustum pillar

2 and 5 inside walls of rectangle inner groves, 2 rectangle arrays of frustum pillar distribute in the four corners department of corresponding rectangle

inner groves

5, and 4 rectangle arrays of strengthening rib group distribute in the side department of corresponding rectangle inner groves 5.

The working principle is as follows: ground infiltration water can see through base plate 1 and ooze the upper surface of base plate 1, and the design of indent reinforcing groove 3 and rectangle inner groovy 5 does benefit to the gathering of infiltration water, avoids the infiltration water to the top end surface water of frustum pillar 2, and the difference in height between frustum pillar 2 and the base plate 1, the circulation of the rainwater of being convenient for between frustum pillar 2.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a reference structure" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a basement prevention of seepage drainage structures, includes the base plate, its characterized in that: evenly be provided with the frustum pillar on the base plate, be provided with the indent reinforcing groove between two adjacent frustum pillars, the outside limit of indent reinforcing groove is provided with strengthening rib group, forms the rectangle inner groovy between four adjacent strengthening rib groups and four frustum pillars rather than corresponding.

2. The basement seepage-proofing water drainage structure according to claim 1, wherein: the frustum pillar is of a hollow structure with a closed top and an open bottom.

3. The basement seepage-proofing water drainage structure according to claim 1, wherein: the reinforcing rib group is a thickened strip-shaped protruding group which is arranged on the base plate around the concave reinforcing groove in a rectangular mode, and the bottom side face of the frustum pillar is in fillet transition connection with the adjacent reinforcing rib group.

4. The basement seepage-proofing water drainage structure according to claim 1, wherein: and the reinforcing rib group is in transition connection with the inner side wall of the rectangular inner groove through a fillet.

5. The basement seepage-proofing water drainage structure according to claim 1, wherein: the concave reinforcing groove on the substrate is flush with the inner bottom plane and the bottom plane of the rectangular inner groove.

6. The basement seepage-proofing water drainage structure according to claim 1, wherein: the base plate, the frustum pillar, the inner concave reinforcing groove, the reinforcing rib group and the rectangular inner groove are integrally formed by compression molding.

7. The basement seepage-proofing water drainage structure according to claim 1, wherein: the frustum pillar is regular polygon frustum shape pillar, and the edge of frustum pillar is the fillet setting, and the top closed end face of frustum pillar is less than the bottom open end terminal surface of frustum pillar.

8. The basement seepage-proofing water drainage structure according to claim 1, wherein: the frustum pillar and the inner side wall of the rectangular inner groove are in fillet transition connection.

9. The basement seepage-proofing water drainage structure according to claim 1, wherein: the frustum pillar rectangular arrays are distributed at the four corners of the corresponding rectangular inner grooves, and the reinforcing rib group rectangular arrays are distributed at the side edges of the corresponding rectangular inner grooves.