CN216766012U

CN216766012U - Anti-crack and anti-permeability structure of overlong large-area concrete basement structure

Info

Publication number: CN216766012U
Application number: CN202123171685.0U
Authority: CN
Inventors: 谢攀贵; 王常员; 蒋华林; 陈官华
Original assignee: Zhenzhong Construction Group Co ltd
Current assignee: Zhenzhong Construction Group Co ltd
Priority date: 2021-12-15
Filing date: 2021-12-15
Publication date: 2022-06-17
Anticipated expiration: 2031-12-15

Abstract

The utility model relates to the technical field of basement crack resistance and impermeability, in particular to an ultralong large-area concrete basement structure crack resistance and impermeability structure, which comprises two concave impermeable plates, wherein the edges of the upper ends of the two concave impermeable plates are fixedly connected with concave plates, the front and the rear parts of the upper ends of the two concave impermeable plates are respectively provided with a positioning mechanism, each positioning mechanism comprises a positioning plate, the positioning plate is slidably inserted at the upper ends of the two concave impermeable plates, the lower ends of the positioning plates are fixedly connected with two groups of rubber inserting columns, and the two groups of rubber inserting columns are respectively slidably inserted on the inner walls of the two concave impermeable plates. Thereby bringing convenience to constructors.

Description

Anti-crack and anti-permeability structure of overlong large-area concrete basement structure

Technical Field

The utility model relates to the technical field of basement crack resistance and permeability resistance, in particular to an ultralong large-area concrete basement structure crack resistance and permeability resistance structure.

Background

The basement is that the height of the floor of a room lower than the ground level of the outdoor exceeds one half of the net height of the room, the foundation of the basement is usually subjected to anti-seepage treatment, constructors usually use polyethylene anti-seepage plates which are not only tensile but also tear-resistant, the constructors can lay the polyethylene anti-seepage plates on the foundation of the basement, but the polyethylene anti-seepage plates can be stopped by a supporting beam in the basement when being laid, at the moment, the constructors need to cut the polyethylene anti-seepage plates on the spot, the operation is troublesome, and when the two polyethylene anti-seepage plates are clamped outside the supporting beam, the splicing operation between the two polyethylene anti-seepage plates is inconvenient.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the defects in the background technology and provides an ultralong large-area concrete basement structure with crack resistance and permeability resistance.

In order to achieve the purpose, the utility model adopts the technical scheme that: an anti-cracking and anti-permeability structure of an ultra-long large-area concrete basement structure comprises two concave anti-permeability plates, wherein the edges of the upper ends of the two concave anti-permeability plates are fixedly connected with concave plates, and the front and the rear parts of the upper ends of the two concave anti-seepage plates are respectively provided with a positioning mechanism, the positioning mechanism comprises a positioning plate, the positioning plate is inserted in the upper ends of the two concave anti-seepage plates in a sliding way, and the lower end of the positioning plate is fixedly connected with two groups of rubber inserting columns which are respectively inserted on the inner walls of the two concave anti-seepage plates in a sliding way, the upper end of the positioning plate is slidably provided with a connecting plate which is inserted in the vertical ends of the two concave plates in a sliding way, and the upper end of the connecting plate is fixedly connected with a connecting block which is inserted at the upper ends of the two concave plates in a sliding way, and one end of the connecting plate corresponding to the concave plate is fixedly connected with two groups of rubber columns which are respectively inserted into the inner walls of the two concave plates in a sliding manner.

Preferably, slots are formed in the upper ends of the two concave anti-seepage plates, the positioning plate is in sliding fit with the two slots, a group of jacks are formed in the bottom ends of the two slots, and the two groups of rubber insertion columns are in sliding fit with the two groups of jacks respectively.

Preferably, the spout has been seted up to the upper end of locating plate, the spacing groove has all been seted up on the both ends inner wall of spout, sliding fit has the slider on the inner wall of spout, equal fixedly connected with stopper, two on the both ends outer wall of slider the stopper respectively with two spacing groove sliding fit, the upper end of slider and the lower extreme fixed connection of connecting plate.

Preferably, the vertical ends of the two concave plates are provided with clamping grooves, the connecting plate is attached to the inner walls of the two clamping grooves, the inner walls of the two clamping grooves are provided with a group of hole grooves, and the two groups of rubber columns are in sliding fit with the two groups of hole grooves respectively.

Preferably, the upper ends of the two concave plates are provided with grooves, and the connecting blocks are attached to the inner walls of the two grooves.

Preferably, an integrally formed structure is arranged between the concave anti-seepage plate and the concave plate, and an integrally formed structure is arranged between the connecting plate and the connecting block.

Compared with the prior art, the utility model has the advantages and positive effects that: when the polyethylene anti-seepage plate is laid in the basement, the foundation near the basement supporting beam can be laid by the two concave anti-seepage plates, the two concave anti-seepage plates can be directly clamped outside the supporting beam, and the splicing work between the two concave anti-seepage plates is very convenient, so that convenience is brought to constructors.

Drawings

FIG. 1 is an overall structural view of an anti-cracking and anti-permeability structure of an ultra-long large-area concrete basement structure according to the utility model;

FIG. 2 is a partial cross-sectional view of an anti-crack and anti-permeability structure of an ultra-long large-area concrete basement structure according to the present invention;

FIG. 3 is a diagram showing slots, jacks, slots, holes and grooves of an anti-cracking and anti-permeability structure of an ultra-long large-area concrete basement structure according to the utility model;

FIG. 4 is a display diagram of a positioning plate, a connecting block, a rubber insert column, a rubber column, a sliding block and a limiting block of the anti-cracking and anti-permeability structure of the ultra-long large-area concrete basement structure;

FIG. 5 is a diagram showing the location of a positioning plate, a sliding groove and a limiting groove of the anti-cracking and anti-permeability structure of the ultra-long large-area concrete basement structure.

Illustration of the drawings: 1. a concave impermeable plate; 2. a concave plate; 3. positioning a plate; 4. a connecting plate; 5. connecting blocks; 6. inserting a rubber column; 7. a rubber column; 8. inserting slots; 9. a jack; 10. a card slot; 11. a hole groove; 12. a groove; 13. a slider; 14. a limiting block; 15. a chute; 16. a limiting groove.

Detailed Description

In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the utility model will be rendered by reference to the appended drawings, which are appended hereto and detailed description.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and thus the present invention is not limited to the specific embodiments disclosed below.

As shown in figures 1-5, the anti-cracking and anti-permeability structure of the ultra-long large-area concrete basement structure comprises two concave anti-permeability plates 1, the edges of the upper ends of the two concave anti-permeability plates 1 are fixedly connected with concave plates 2, the front and the rear parts of the upper ends of the two concave anti-permeability plates 1 are provided with positioning mechanisms, each positioning mechanism comprises a positioning plate 3, the positioning plate 3 is inserted in the upper ends of the two concave anti-permeability plates 1 in a sliding manner, the lower end of the positioning plate 3 is fixedly connected with two groups of rubber inserting columns 6, the two groups of rubber inserting columns 6 are respectively inserted in the inner walls of the two concave anti-permeability plates 1 in a sliding manner, the upper end of the positioning plate 3 is provided with a connecting plate 4 in a sliding manner, the connecting plate 4 is inserted in the vertical ends of the two concave plates 2 in a sliding manner, the upper end of the connecting plate 4 is fixedly connected with a connecting block 5, the connecting block 5 is inserted in the upper ends of the two concave plates 2 in a sliding manner, one end of the connecting plate 4 corresponding to the concave plates 2 is fixedly connected with two groups of rubber columns 7, two groups of rubber columns 7 are respectively inserted into the inner walls of the two concave plates 2 in a sliding way, and the rubber inserting columns 6 and the rubber columns 7 can be made of polytetrafluoroethylene materials.

The slots 8 are formed in the upper ends of the two concave anti-seepage plates 1, the positioning plate 3 is in sliding fit with the two slots 8, the inner bottom ends of the two slots 8 are provided with a group of insertion holes 9, the two groups of rubber insertion columns 6 are in sliding fit with the two groups of insertion holes 9 respectively, through the slots 8, the positioning plate 3 convenient to slide is inserted into the upper ends of the two concave anti-seepage plates 1 in a penetrating mode, and through the arrangement of the insertion holes 9, the two groups of rubber insertion columns 6 at the lower end of the positioning plate 3 convenient to slide are inserted into the inner walls of the two concave anti-seepage plates 1 respectively.

Spout 15 has been seted up to locating plate 3's upper end, spacing groove 16 has all been seted up on spout 15's the both ends inner wall, sliding fit has slider 13 on spout 15's the inner wall, equal fixedly connected with stopper 14 on slider 13's the both ends outer wall, two stopper 14 respectively with two spacing groove 16 sliding fit, slider 13's upper end and connecting plate 4's lower extreme fixed connection, through setting up spout 15, spacing groove 16, slider 13 and stopper 14, be convenient for connecting plate 4 slides in locating plate 3's upper end.

Draw-in groove 10 has all been seted up on the perpendicular end of two concave plate 2, the laminating of connecting plate 4 is on the inner wall of two draw-in grooves 10, a set of hole groove 11 has all been seted up on the inner wall of two draw-in grooves 10, two sets of rubber post 7 respectively with two sets of hole groove 11 sliding fit, through setting up draw-in groove 10, be convenient for on the perpendicular end of two concave plate 2 of connecting plate 4 sliding insertion, through setting up hole groove 11, be convenient for two sets of rubber post 7 on the connecting plate 4 outer wall slide respectively penetrate in the inner wall of two concave plate 2.

Recess 12 has all been seted up to the upper end of two concave mould boards 2, and connecting block 5 laminates on the inner wall of two recess 12, through setting up recess 12, is convenient for in connecting block 5 sliding insertion two concave mould board 2's the upper end.

The concave anti-seepage plate 1 and the concave plate 2 are in an integrally formed structure, the connecting plate 4 and the connecting block 5 are in an integrally formed structure, the stability between the concave anti-seepage plate 1 and the concave plate 2 is improved, and meanwhile, the stability between the connecting plate 4 and the connecting block 5 is also improved.

The working principle is as follows: the concave parts of the two concave anti-seepage plates 1 can be just tightly clamped around the lower edge of a supporting beam of the basement, the trouble of on-site cutting of construction personnel is saved, the concave plates 2 on the two concave anti-seepage plates 1 can be attached to the peripheral wall surface of the supporting beam, the sealing performance between the two concave anti-seepage plates 1 and the supporting beam is improved, when the two concave anti-seepage plates 1 need to be spliced, the positioning plate 3 is inserted into the two slots 8, at the moment, two groups of rubber inserting columns 6 below the positioning plate 3 can be respectively inserted into two groups of inserting holes 9 in the two slots 8, the positioning plate 3 can be firmly attached to the two slots 8 by means of the friction force between the outer walls of the rubber inserting columns 6 and the inner walls of the slots 8, then the connecting plate 4 is slid into the clamping grooves 10 on the vertical ends of the two concave plates 2, two groups of rubber columns 7 on the outer walls of the connecting plate 4 can be respectively inserted into the hole grooves 11 in the two clamping grooves 10, by means of friction force between the outer wall of the rubber column 7 and the inner wall of the hole groove 11, the connecting plate 4 can be firmly attached to the inside of the two clamping grooves 10, and the connecting block 5 on the connecting plate 4 can be inserted into the groove 12 in the upper end of the two concave plates 2, so that the effect that the two concave anti-seepage plates 1 can be spliced together is achieved, and the operation is very simple and convenient.

In the present invention, the terms "mounting," "connecting," "fixing," and the like are used in a broad sense, for example, "connecting" may be a fixed connection, a detachable connection, or an integral connection; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.

In the description herein, the appearances of the phrases "one embodiment," "some embodiments," "a specific embodiment," or the like, in various places throughout this specification are not necessarily all referring to the same embodiment or example, but rather to the same embodiment or example. 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 foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are merely illustrative of the principles of the utility model, but various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined by the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides an anti impervious structure that splits of overlength large tracts of land concrete basement structure, includes two blocks of concavity prevention of seepage boards (1), its characterized in that: the edge of the upper end of the two concave anti-seepage plates (1) is fixedly connected with a concave plate (2), the front and the back of the upper end of the two concave anti-seepage plates (1) are respectively provided with a positioning mechanism, the positioning mechanism comprises a positioning plate (3), the positioning plate (3) is inserted into the upper ends of the two concave anti-seepage plates (1) in a sliding way, the lower end of the positioning plate (3) is fixedly connected with two groups of rubber inserting columns (6), the two groups of rubber inserting columns (6) are respectively inserted into the inner walls of the two concave anti-seepage plates (1) in a sliding way, the upper end of the positioning plate (3) is provided with a connecting plate (4) in a sliding way, the connecting plate (4) is inserted into the vertical ends of the two concave plates (2) in a sliding way, the upper end of the connecting plate (4) is fixedly connected with a connecting block (5), the connecting block (5) is inserted into the upper ends of the two concave plates (2) in a sliding way, one end of the connecting plate (4) corresponding to the concave plate (2) is fixedly connected with two groups of rubber columns (7), the two groups of rubber columns (7) are respectively inserted into the inner walls of the two concave plates (2) in a sliding and penetrating manner.

2. The crack-resistant and impervious structure of the overlong large-area concrete basement structure as claimed in claim 1, wherein: slots (8) are formed in the upper ends of the two concave anti-seepage plates (1), the positioning plate (3) is in sliding fit with the two slots (8), a group of jacks (9) are formed in the bottom ends of the two slots (8), and the rubber inserting columns (6) are in sliding fit with the two groups of jacks (9) respectively.

3. The crack-resistant and impervious structure of the overlong large-area concrete basement structure according to claim 1, wherein: spout (15) have been seted up to the upper end of locating plate (3), spacing groove (16) have all been seted up on the both ends inner wall of spout (15), sliding fit has slider (13) on the inner wall of spout (15), equal fixedly connected with stopper (14) on the both ends outer wall of slider (13), two stopper (14) respectively with two spacing groove (16) sliding fit, the upper end of slider (13) and the lower extreme fixed connection of connecting plate (4).

4. The crack-resistant and impervious structure of the overlong large-area concrete basement structure as claimed in claim 1, wherein: two draw-in grooves (10) have all been seted up on the vertical end of concave template (2), connecting plate (4) laminating is on the inner wall of two draw-in grooves (10), two a set of hole groove (11) have all been seted up on the inner wall of draw-in groove (10), and is two sets of rubber column (7) respectively with two sets of hole groove (11) sliding fit.

5. The crack-resistant and impervious structure of the overlong large-area concrete basement structure as claimed in claim 1, wherein: the upper ends of the two concave plates (2) are provided with grooves (12), and the connecting blocks (5) are attached to the inner walls of the two grooves (12).

6. The crack-resistant and impervious structure of the overlong large-area concrete basement structure as claimed in claim 1, wherein: the anti-seepage plate is characterized in that an integrally formed structure is arranged between the concave anti-seepage plate (1) and the concave plate (2), and an integrally formed structure is arranged between the connecting plate (4) and the connecting block (5).