CN212583003U

CN212583003U - Novel reinforced concrete structure bearing floor

Info

Publication number: CN212583003U
Application number: CN202020498742.2U
Authority: CN
Inventors: 刘兵; 裴晓晨; 袁亮
Original assignee: Qingjian Group Co Ltd
Current assignee: Qingdao Construction Group Co.,Ltd.; Qingjian Group Co Ltd
Priority date: 2020-04-08
Filing date: 2020-04-08
Publication date: 2021-02-23
Anticipated expiration: 2030-04-08

Abstract

The utility model discloses a novel reinforced concrete structure bearing floor, including floor main part, seal structure, triangle supporter and obturator, floor main part's outside is equipped with seal structure, seal structure fixed connection is on floor main part's outward flange, seal structure includes first closing plate, second closing plate and inserted bar. This novel reinforced concrete structure bearing floor, add triangle supporter and obturator through the inside at the floor main part, better solution traditional bearing floor its compressive capacity and the not strong problem of intensity when using, because the even inside of inlaying at the floor main part of a plurality of triangle supporters, and at the inside obturator that is equipped with in triangle supporter and top and bottom gap, can get up the fine support of triangle supporter, thereby improve the compressive effect and the intensity of this bearing floor, overall structure is simple, and is functional stronger, comparatively practical when using.

Description

Novel reinforced concrete structure bearing floor

Technical Field

The utility model relates to a floor technical field specifically is a novel reinforced concrete structure bearing floor.

Background

The floor slab is also called precast slab, and is used in early buildings, namely modules or plates used in engineering, and the precast slab is produced and formed by concrete precast slabs in a precast yard and is directly transported to a construction site for installation, so the precast slab is called precast slab.

The reinforced concrete structure bearing floor on the present market is most of all comparatively single at the in-process inner structure who uses, and its compression resistance degree and holistic intensity are all not strong on the function basis of bearing, have certain limitation during the use, and the condition of infiltration can appear along with the increase of live time in the external connection department of the bearing floor of majority simultaneously, and its leakproofness is relatively poor, comparatively trouble during the use.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The utility model provides a not enough to prior art, the utility model provides a novel reinforced concrete structure bearing floor, it all comparatively single at the in-process inner structure who uses to have solved the reinforced concrete structure bearing floor on the current market mostly, its resistance to compression degree and holistic intensity are all not strong on the function basis of bearing, there is certain limitation during the use, the condition of infiltration can appear along with the increase of live time in the external connection department of the bearing floor of majority simultaneously, its leakproofness is relatively poor, comparatively troublesome problem during the use.

(II) technical scheme

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a novel reinforced concrete structure bearing floor, includes floor main part, seal structure, triangle supporter and obturator, floor main part's outside is equipped with seal structure, seal structure fixed connection is on floor main part's outward flange, seal structure includes first closing plate, second closing plate and inserted bar, floor main part includes roof, bottom plate, concrete layer, triangle supporter and obturator, floor main part's inside is through the triangle supporter of mode connection of inlaying, the top and the bottom of triangle supporter all are equipped with the obturator.

Preferably, the triangular supports are evenly distributed, and the triangular supports are located between the concrete layers.

Preferably, the top plate and the bottom plate are symmetrically distributed, the inner sides of the top plate and the bottom plate are fixedly connected with concrete layers, and the concrete layers are symmetrically distributed.

Preferably, the first sealing plate and the second sealing plate are symmetrically distributed, and rubber pads are arranged on the inner sides of the first sealing plate and the second sealing plate.

Preferably, the inner sides of the first sealing plate and the second sealing plate are provided with insertion rods, and the insertion rods are connected to the outer portion of the floor slab main body in an embedding mode.

(III) advantageous effects

The utility model provides a novel reinforced concrete structure bearing floor. The method has the following beneficial effects:

(1) the novel reinforced concrete structure bearing floor slab has the advantages that the triangular supporting bodies and the filling bodies are additionally arranged inside the floor slab main body, so that the problem that the traditional bearing floor slab is not high in compressive capacity and strength when in use is well solved, the triangular supporting bodies are uniformly embedded inside the floor slab main body, and the filling bodies are arranged inside the triangular supporting bodies, the top gaps and the bottom gaps, so that the triangular supporting bodies can be well supported, the compressive effect and the strength of the bearing floor slab are improved, the whole structure is simple, the functionality is high, and the novel reinforced concrete structure bearing floor slab is relatively practical in application;

(2) this novel reinforced concrete structure bearing floor is equipped with seal structure through the outside at floor main part, inlays on four outward flanges of floor main part by first closing plate and second closing plate to get up floor main part's outside complete sealing, improvement floor holistic sealing performance that the in-process that this bearing floor was used can be fine like this, avoided increasing along with time and the condition that the infiltration appears, comparatively convenience during the application, the protectiveness is stronger.

Drawings

Fig. 1 is a schematic overall structure diagram of the present invention;

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

fig. 3 is a schematic view of the internal structure of the floor slab main body of the present invention;

fig. 4 is an enlarged view of a portion of fig. 3A according to the present invention.

In the figure, a floor slab main body-1, a sealing structure-2, a first sealing plate-3, a second sealing plate-4, an inserted bar-5, a top plate-6, a bottom plate-7, a concrete layer-8, a triangular supporting body-9 and a filling body-10.

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.

Referring to fig. 1-4, an embodiment of the present invention provides a technical solution: the utility model provides a novel reinforced concrete structure bearing floor, includes floor main part 1, seal structure 2, triangle supporter 9 and obturator 10, floor main part 1's outside is equipped with

seal structure

2, 2 fixed connection of seal structure are on floor main part 1's outward flange, seal structure 2 includes first closing plate 3, second closing plate 4 and inserted bar 5, floor main part 1 includes roof 6, bottom plate 7, concrete layer 8, triangle supporter 9 and obturator 10, floor main part 1's inside is through the triangle supporter 9 of the mode connection of inlaying, the top and the bottom of triangle supporter 9 all are equipped with obturator 10.

Triangular support body 9 is the evenly distributed form, triangular support body 9 is located between concrete layer 8, through a plurality of triangular support body 9 that are equipped with, can improve floor main part 1's compressive capacity and intensity, comparatively practicality.

Roof 6 and bottom plate 7 are the symmetric distribution form, the equal fixed connection muddy soil layer in inboard of roof 6 and bottom plate 7, concrete layer 8 is the symmetric distribution form, and through the structure of the multilayer pressfitting that is equipped with, its inside density is bigger, and stability is stronger during the application.

First closing plate 3 and second closing plate 4 all are the symmetric distribution form, the inboard of first closing plate 3 and second closing plate 4 is equipped with the rubber pad, and through four closing plates that are equipped with, can be fine live floor main part 1's outside is sealed, improves its prevention of seepage water's effect, and the leakproofness is stronger.

The inboard of first closing plate 3 and second closing plate 4 is equipped with inserted bar 5, inserted bar 5 is connected in floor main part 1's outside through the mode of inlaying, through adopting the mode of inlaying, and the staff of being convenient for very much installs, operates comparatively convenience.

The working principle is as follows: when the novel reinforced concrete structure bearing floor slab is applied and the bearing floor slab is installed in a building, the sealing structure 2 needs to be fixed in advance, the first sealing plate 3 and the second sealing plate 4 correspond to the length and the width of the floor slab main body 1 respectively, then the insertion rods 5 on the side surfaces of the first sealing plate 3 and the second sealing plate 4 are embedded outside the floor slab main body 1 and are tightly pressed to finish the installation and fixing work of the sealing structure 2, so that in the subsequent application process, the outside of the floor slab main body 1 can be well and completely sealed, the aim of improving the integral sealing performance of the floor slab is fulfilled, the condition of water seepage along with the increase of time is well avoided, the novel reinforced concrete structure bearing floor slab is convenient to apply and has strong protection performance, meanwhile, because the triangular supporting bodies 9 and the filling bodies 10 are additionally arranged in the floor slab main body 1, and the plurality of the triangular supporting bodies 9 are uniformly embedded in the floor slab main body 1, then all be equipped with obturator 10 inside triangle supporter 9 and top and bottom gap, can get up the fine support of triangle supporter 9 to improve the compressive effect and the intensity of this bearing floor, overall structure is simple, and functional stronger, comparatively practicality when using.

The utility model discloses a floor main part 1, seal structure 2, first closing plate 3, second closing plate 4, inserted bar 5, roof 6, bottom plate 7, concrete layer 8, triangle supporter 9, obturator 10, the part is general standard component or the part that technical staff in this field knows, its structure and principle all can be known or can be known through conventional experimental method for this technical staff, the problem that the utility model solves is that the reinforced concrete structure bearing floor on the market is most of comparatively single in its internal structure in the in-process of using, its compressive strength and whole intensity are not strong on the basis of the function of bearing, have certain limitation when using, the external connection department of most bearing floors can appear the condition of infiltration along with the increase of live time simultaneously, its leakproofness is relatively poor, comparatively trouble scheduling problem during the use, the utility model, through the combination of the above parts, through adding the triangular support body 9 and the filler 10 in the floor main body 1, better solves the problem that the traditional bearing floor is not strong in compressive capacity and strength when in use, because the plurality of triangular support bodies 9 are uniformly embedded in the floor main body 1, and the filler 10 is arranged in the gaps between the triangular support bodies 9 and the top and the bottom, the triangular support bodies 9 can be well supported, thereby improving the compressive effect and strength of the bearing floor, the function is strong, meanwhile, through arranging the sealing structure 2 outside the floor main body 1, the first sealing plate 3 and the second sealing plate 4 are embedded on the four outer edges of the floor main body 1, thereby completely sealing the outside of the floor main body 1, thus improving the sealing performance of the floor as a whole in the application process of the bearing floor, the condition of water seepage caused by the increase of time is avoided, the application is more convenient, and the protection performance is stronger.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied 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.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides a novel reinforced concrete structure bearing floor which characterized in that: including floor main part (1), seal structure (2), triangle supporter (9) and obturator (10), the outside of floor main part (1) is equipped with seal structure (2), seal structure (2) fixed connection is on the outward flange of floor main part (1), seal structure (2) are including first closing plate (3), second closing plate (4) and inserted bar (5), floor main part (1) is including roof (6), bottom plate (7), concrete layer (8), triangle supporter (9) and obturator (10), triangle supporter (9) is connected through the mode of inlaying to the inside of floor main part (1), the top and the bottom of triangle supporter (9) all are equipped with obturator (10).

2. The novel reinforced concrete structure load-bearing floor slab of claim 1, wherein: the triangular supporting bodies (9) are evenly distributed, and the triangular supporting bodies (9) are located between the concrete layers (8).

3. The novel reinforced concrete structure load-bearing floor slab of claim 1, wherein: the concrete roof is characterized in that the top plate (6) and the bottom plate (7) are symmetrically distributed, the inner sides of the top plate (6) and the bottom plate (7) are fixedly connected with a concrete layer, and the concrete layer (8) is symmetrically distributed.

4. The novel reinforced concrete structure load-bearing floor slab of claim 1, wherein: the first sealing plate (3) and the second sealing plate (4) are symmetrically distributed, and rubber pads are arranged on the inner sides of the first sealing plate (3) and the second sealing plate (4).

5. The novel reinforced concrete structure load-bearing floor slab of claim 1, wherein: the inner sides of the first sealing plate (3) and the second sealing plate (4) are provided with inserting rods (5), and the inserting rods (5) are connected to the outer portion of the floor slab main body (1) in an embedded mode.