Concrete grout leakage prevention sealing structure

Abstract

The utility model relates to a concrete slurry leakage prevention sealing structure which comprises a first partition part and a second partition part, the first partition part is attached to a main beam, and the second partition part is connected to a floor plate. The extending edge of the first blocking part and the extending edge of the second blocking part are kept in sealed connection and are kept relatively fixed; and the second partition part is supported by the secondary beam and is longitudinally supported on the concrete. The structure is simple, the manufacturing cost is low, through shape matching between the first partition part and the second partition part, an effective blocking and intercepting effect can be achieved on a leak between the main beam and the secondary beam, the leakage phenomenon formed in the concrete pouring process is reduced, waste can be reduced, and the construction efficiency is improved. Meanwhile, the influence on the paint surface of the steel structure is reduced.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of steel structure building auxiliary equipment, concretely is a concrete leakproof sealing structure. BACKGROUND

[0002] With the development of the construction industry, the steel concrete structure (steel structure frame cooperates with concrete floor slab) is applied in various reconstruction constructions because of its convenient construction and light structure. Figure 1 The displayed is a floor surface construction process schematic diagram of a steel concrete structure in the prior art, the secondary beam (I-beam) is welded on the main beam (H-beam), and the galvanized profiled floor slab is laid on the secondary beam, so as to be used for the pouring of the concrete floor, because the upper surfaces of the main beam and the secondary beam have a height difference, the concrete needs to be poured in the upper part of the steel beam, and because the steel beam has a height difference, the ordinary profiled floor slab cannot be laid, so the profiled floor slab will leak at the joint in the height difference. SUMMARY

[0003] This section is intended to summarize some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the abstract of the specification and the utility model name to avoid obscuring the purpose of this section, the abstract of the specification and the utility model name, and such simplifications or omissions cannot be used to limit the scope of the utility model.

[0004] To solve the problems pointed out in the above background art, the utility model provides the following technical scheme:

[0005] A concrete leakproof sealing structure comprises:

[0006] The first partition part is attached to the main beam.

[0007] The second partition part is connected to the floor slab.

[0008] And:

[0009] The first partition part and the second partition part are sealingly connected and relatively fixed.

[0010] The second partition part is supported by the secondary beam and longitudinally supported by the concrete.

[0011] As a preferred technical scheme of the concrete leakproof sealing structure, an expansion area is formed between the first partition part and the second partition part, the expansion area is used for accommodating the concrete, and at least one support of the first partition part is in the expansion area.

[0012] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the first barrier part includes connected longitudinal support plate and horizontal support plate, the expansion zone is formed between the second barrier part and horizontal support plate, and the longitudinal support plate is located on one side of expansion zone.

[0013] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the longitudinal support plate is vertically fixedly connected with the second barrier part, and the longitudinal support plate is vertically fixedly connected with the horizontal support plate.

[0014] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the second barrier part is fixedly connected with the longitudinal support plate, and obtuse angle is formed, and the longitudinal support plate is fixedly connected with the horizontal support plate, and obtuse angle is formed.

[0015] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the horizontal support plate, the longitudinal support plate and the second barrier part are integrally formed.

[0016] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the first barrier part further includes tail plate, the tail plate is connected with the horizontal support plate, and is attached to one side of the main beam.

[0017] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, further comprising auxiliary layer plate, and the auxiliary layer plate is provided with alignment part between the second barrier part.

[0018] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the second barrier part is provided with supporting part, and the auxiliary layer plate is provided with recessed area, and covers the supporting part.

[0019] As a kind of preferred technical scheme of concrete anti-leakage grout sealing structure, the auxiliary layer plate is connected with a plurality of extension plates, and a plurality of the extension plates are arranged side by side, and the recessed area is located between a plurality of extension plates.

[0020] The concrete anti-leakage grout sealing structure has the advantages of simple structure, low manufacturing cost, effective blocking and intercepting effect on the leakage between the main beam and the secondary beam by the shape cooperation between the first barrier part and the second barrier part, reduced leakage phenomenon in the concrete pouring process, reduced waste and pollution to the steel structure paint surface. BRIEF DESCRIPTION OF DRAWINGS

[0021] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the drawings needed to be used in the embodiment description will be briefly introduced as follows. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor on the premise of not deviating from the concept of the present application. Among them:

[0022] Figure 1 The structure of the prior art is shown in the schematic diagram.

[0023] Figure 2 The front view of the present application is shown. Figure 1

[0024] Figure 3 The perspective view of one of the embodiments of the present application is shown.

[0025] Figure 4 The front view of the present application is shown. Figure 3

[0026] Figure 5 The application schematic diagram of the structure shown in the present application is shown. Figure 3

[0027] Reference signs: 1, first partition; 101, vertical support plate; 102, horizontal support plate; 103, tail plate; 2, second partition; 3, expansion zone; 4, auxiliary layer plate; 5, supporting part; 6, recessed zone; 7, extension plate. DETAILED DESCRIPTION

[0028] In order to make the above-mentioned purposes, features and advantages of the present application more apparent and easy to understand, the specific embodiments of the present application will be described in detail below with reference to the drawings of the specification.

[0029] In the following description, many specific details are set forth in order to provide a thorough understanding of the present application, but the present application can also be implemented in other ways different from those described herein, and those skilled in the art can make similar generalizations without deviating from the concept of the present application, therefore the present application is not limited by the specific embodiments disclosed below.

[0030] Secondly, the "one embodiment" or "embodiment" referred to herein means that the specific features, structures or characteristics can be included in at least one implementation of the present application. In this specification, "in one embodiment" does not mean the same embodiment, nor is it an independent or alternative embodiment that excludes other embodiments.

[0031] ​​​Thirdly, the utility model is described in detail in combination with the schematic diagram, in the detailed description of the utility model embodiment, for the convenience of description, the sectional view of the device structure will be partially enlarged without the general proportion, and the schematic diagram is only an example, which should not limit the scope of the utility model protection here. In addition, the three-dimensional space size of length, width and depth should be included in actual production.

[0032] Referring to Figures 3-5 An embodiment of the utility model provides a concrete leakage-proof sealing structure, which is a plate body structure like a floor slab, so that it is convenient to process, thereby controlling the production cost, and the utility model comprises at least the following parts according to the shape position:

[0033] The first barrier part 1 is used for being attached to the main beam;

[0034] The second barrier part 2 is used for forming a connected exchange between the floor slab;

[0035] And:

[0036] The first barrier part and the second barrier part 2 keep sealed connection and relative fixation;

[0037] The second barrier part 2 is supported by the secondary beam in the use process and is supported on the concrete in the longitudinal direction;

[0038] Based on the above, Figure 5 The sealed connection between the first barrier part and the second barrier part 2 can form a sealing blocking effect for the leakage between the main beam and the secondary beam, and in the pouring process, the second barrier part 2 is pressed on the second barrier part 2 by the gravity of the concrete, so that it forms close contact with the first barrier part 1 and the secondary beam and the main beam respectively, thereby keeping sufficient blocking effect.

[0039] Further, referring to Figures 3-5 The first barrier part and the second barrier part 2 form an expansion area 3 (the part shown in the dotted line frame in the figure), the expansion area 3 is used for accommodating the concrete, and the first barrier part 1 is supported at least at one place in the expansion area 3, in the pouring process of the concrete, the concrete is filled into the expansion area 3, and the support of the first barrier part 1 can be forced by its gravity, so as to further keep the close contact between the first barrier part and the main beam.

[0040] Further, referring to Figures 3-5For the formation of the expansion area 3, specifically, the first partition 1 comprises a longitudinal support plate 101 and a horizontal support plate 102 connected together, and the expansion area 3 is formed between the second partition 2 and the horizontal support plate 102, and the longitudinal support plate 101 is located on one side of the expansion area 3, thereby forming a supporting effect on the expansion area 3, and thus, in the process of pouring concrete, the longitudinal support plate 101 and the horizontal support plate 102 are respectively attached to different parts of the main beam, thereby increasing the contact area of the whole with the main beam.

[0041] Further, referring to Figures 3-5 , the longitudinal support plate 101 is fixedly connected with the second partition 2, and the longitudinal support plate 101 is fixedly connected with the horizontal support plate 102, and the two connection positions can be vertically connected, that is, in the state as shown in Figure 4 , thereby facilitating the placement of the utility model on the steel beam, or the second partition 2 and the longitudinal support plate 101 can form an obtuse angle, and the same is true between the longitudinal support plate 101 and the horizontal support plate 102, so that when the utility model is placed, the distance between the horizontal support plate 102 and the second partition 2 is greater than the distance as shown in Figure 4 , so that the utility model needs to be hard inserted between the main beam and the secondary beam when placed, so that the two connection positions form stress, and thus the stress can be relied on to further increase the close contact effect between the horizontal support plate 102, the longitudinal support plate 101 and the second partition 2 and the two steel beams.

[0042] Further, for the connection between the horizontal support plate 102, the longitudinal support plate 101 and the second partition 2, it can be preferably formed in an integrated structure, so that the whole utility model can be directly stamped and formed to reduce the manufacturing difficulty and control the cost.

[0043] Further, referring to Figures 3-5 , the first partition 1 further comprises a tail plate 103, which is connected with the horizontal support plate 102 and attached to one side of the main beam during use, thereby further increasing the contact area of the first partition 1 with the main beam.

[0044] Further, for the connection mode of the second partition 2 and the adjacent floor slab (here defined as auxiliary floor slab 4), specifically, the auxiliary floor slab 4 and the second partition 2 are provided with the structure of the alignment part, through the alignment of the alignment part, when the utility model is placed on the steel beam, through the alignment effect, other floor slabs can be placed, that is, the positioning effect of the adjacent floor slab of the utility model is achieved; and for the structure of the alignment part here, specifically, for example, the raised part 5 can be constructed on the second partition 2, and the recessed area 6 is constructed on the auxiliary floor slab 4, in the placing process, the recessed area 6 covers the raised part 5 to achieve the positioning effect, and the sealing connection effect between the second partition 2 and the adjacent floor slab is ensured.

[0045] Further, referring to Figure 5 , regarding the forming mode of the recessed area 6, specifically, the auxiliary floor slab 4 is connected with a plurality of extension plates 7, the plurality of extension plates 7 are arranged side by side, and the recessed area 6 is located between the plurality of extension plates 7, through the effect of side-by-side distribution, the area of the upper part of the recessed area 6 in contact with the concrete can be increased, thereby increasing the contact degree between the recessed area 6 and the raised part 5 by relying on the gravity of the concrete, and the sealing connection effect here is further increased.

[0046] It should be understood that, during the development of any actual implementation, numerous implementation decisions can be made. Such development efforts, while complex and time-consuming, would be routine work of design, manufacture and production for those of ordinary skill in the art having the benefit of this disclosure.

[0047] It should be noted that the above examples are only used to illustrate the technical solutions of the utility model and not to limit, although the utility model has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the utility model can be modified or replaced equivalently without departing from the spirit and scope of the technical solutions of the utility model, and they should be covered in the scope of the claims of the utility model.

Claims

1. A concrete leakproofing slurry seal structure, characterized by: The utility model relates to a kind of concrete formwork, including: First baffle part (1), the first baffle part (1) is attached to main beam; Second baffle part (2), the second baffle part (2) is connected to floor slab; And: The first baffle part extension edge and second baffle part (2) extension edge sealing connection, and keep relative fixed; The second baffle part (2) is provided by secondary beam bearing, and is supported longitudinally in concrete.

2. A concrete leakproofing slurry seal structure according to claim 1, characterized by: Expansion zone (3) is formed between the first baffle part and second baffle part (2), and the expansion zone (3) is used to accommodate concrete, and at least one place of the first baffle part (1) is supported in expansion zone (3).

3. A concrete leakproofing slurry seal structure according to claim 2, characterized by: The first baffle part (1) includes connected longitudinal support plate (101) and horizontal support plate (102), expansion zone (3) is formed between second baffle part (2) and horizontal support plate (102), and longitudinal support plate (101) is located expansion zone (3) side.

4. A concrete leakproofing slurry seal structure according to claim 3, characterized by: The longitudinal support plate (101) and second baffle part (2) are vertically fixedly connected, and the longitudinal support plate (101) and horizontal support plate (102) are vertically fixedly connected.

5. The concrete leak stoppage slurry seal structure according to claim 3, wherein: The second baffle part (2) and longitudinal support plate (101) are fixedly connected, and obtuse angle is formed, and the longitudinal support plate (101) and horizontal support plate (102) are fixedly connected, and obtuse angle is formed.

6. A concrete leakproofing slurry seal structure according to claim 4 or 5, characterized by: The horizontal support plate (102), longitudinal support plate (101) and second baffle part (2) are integrally formed.

7. The concrete leakproofing slurry seal structure according to claim 3, characterized by: The first baffle part (1) further includes tail plate (103), and the tail plate (103) is connected with horizontal support plate (102) and attached to one side of the main beam.

8. The concrete leak stoppage grout seal structure according to claim 1, wherein: It further includes auxiliary layer plate (4), and alignment part is arranged between the auxiliary layer plate (4) and second baffle part (2).

9. A concrete leakproofing slurry seal structure according to claim 8, characterized by: Rise portion (5) is constructed on the second baffle part (2), recessed area (6) is constructed on the auxiliary layer plate (4), and is overlapped on the rise portion (5).

10. A concrete leakproofing slurry seal structure according to claim 9, wherein: Multiple extension plates (7) are connected on the auxiliary layer plate (4), multiple the extension plates (7) are side by side arranged, and the recessed area (6) is located between multiple extension plates (7).

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