CN218912231U - Few trompil formwork device of shear force wall template - Google Patents

Abstract

The utility model relates to a shear wall template few-open-pore formwork supporting device, which comprises: the first support assembly and the second support assembly are respectively arranged on the outer sides of the front template and the rear template, the two first support assemblies which are oppositely arranged are connected through first fasteners, and the two second support assemblies which are oppositely arranged are connected through second fasteners to form opposite limitation between the front template and the rear template. After adopting above-mentioned structure, its beneficial effect is: the first transverse connecting piece, the first longitudinal connecting piece and the first inclined connecting piece are fully utilized to form the first supporting component to support the mould, the number of screw holes at the midspan position is reduced, the concrete forming quality of the shear wall at the midspan position is guaranteed, potential leakage points are reduced, meanwhile, cracking of the middle part of the shear wall is avoided, construction time is saved, the first supporting component and the second supporting component which are dismantled can be reused, construction cost is reduced, and construction efficiency is improved.

Description

Few trompil formwork device of shear force wall template

Technical Field

The utility model belongs to the technical field of building construction, and particularly relates to a formwork supporting device with few openings for a shear wall formwork.

Background

The shear wall is also called an anti-wind wall or an anti-seismic wall and a structural wall; a wall body in a house or a structure mainly bears the gravity of horizontal load and vertical load caused by wind load or earthquake action, and prevents the shearing damage of the structure.

At present, the common practice of shear wall templates in the construction of constructional engineering is as follows: erecting a batten on the whole wall body, arranging keels, and penetrating opposite-pull screw rods to fix the formwork; the screw rods of the conventional method are densely arranged, the screw holes are more, leakage is easy to occur after the construction is delivered and used, and meanwhile, as the middle part of the shear wall is required to be subjected to backfill operation, the screw holes are extremely easy to crack under the action of backfilled soil, or the leakage is aggravated.

Disclosure of Invention

In order to solve the problems in the prior art, the utility model provides a formwork supporting device with fewer openings for a shear wall formwork.

In order to achieve the above purpose, the present utility model adopts the following technical scheme:

as an aspect of the present utility model, a shear wall form with a small number of openings is provided, which is characterized in that it includes: the first support components and more than one group of second support components are respectively arranged on the outer sides of the front template and the rear template, the two first support components which are oppositely arranged are connected through first fasteners, and the two second support components which are oppositely arranged are connected through second fasteners to form relative limitation between the front template and the rear template.

Optionally, the first supporting component comprises a plurality of first transverse connectors arranged at intervals and a plurality of first longitudinal connectors arranged at intervals, the plurality of first transverse connectors and the plurality of first longitudinal connectors are connected to form a field-shaped connecting component, and the connecting component is provided with a plurality of first oblique connectors to form the first supporting component.

Optionally, the second supporting component comprises a plurality of second longitudinal connectors arranged at intervals, and a plurality of second transverse connectors arranged at intervals are arranged on the outer side faces of the second longitudinal connectors.

Optionally, the second transverse connecting piece comprises more than two connecting rods arranged side by side, and the more than two connecting rods are fixed in a limiting mode through the clamping piece.

Alternatively, the first fastening piece and the second fastening piece are threaded rods with external threads at two ends, and fastening nuts are respectively connected with two ends of the threaded rods in a threaded manner.

Alternatively, the spacing between two adjacent second transverse connectors is 500mm.

Alternatively, the spacing between two adjacent second longitudinal connectors is 200mm.

Optionally, the first transverse connecting piece is a steel piece arranged transversely, the first longitudinal connecting piece is a steel piece arranged longitudinally, and the first oblique connecting piece is a steel piece arranged obliquely.

The utility model discloses a shear wall template few-hole formwork device, which has the following beneficial effects: the first transverse connecting piece, the first longitudinal connecting piece and the first inclined connecting piece are fully utilized to form the first supporting component to support the mould, the number of screw holes at the midspan position is reduced, the concrete forming quality of the shear wall at the midspan position is guaranteed, potential leakage points are reduced, meanwhile, cracking of the middle part of the shear wall is avoided, construction time is saved, the first supporting component and the second supporting component which are dismantled can be reused, construction cost is reduced, and construction efficiency is improved.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model.

FIG. 1 is a front view of a shear wall form less open cell formwork apparatus of the present utility model;

FIG. 2 is a side view of a second support assembly structure of the shear wall form less open cell formwork apparatus of the present utility model.

Detailed Description

The utility model will be better explained for understanding by referring to the following detailed description of the embodiments in conjunction with the accompanying drawings.

The utility model relates to a shear wall template few-hole formwork supporting device, as shown in fig. 1-2, which comprises: the first support component and more than one group of second support components are arranged on two sides of the first support component respectively when the second support components are two groups or more than two groups; when in use, the outer sides of the front template 1 and the rear template 11 are respectively provided with a first supporting component and more than one group of second supporting components, and the two first supporting components which are oppositely arranged are connected through a first fastener 5 to form relative limitation between the front template 1 and the rear template 11; the two second support assemblies, which are disposed opposite, are connected by the second fastener 8, forming a relative definition between the front and rear templates 1 and 11.

It should be noted that the distance between the front and rear templates 1, 11 is set according to the shear wall thickness; the front template 1 and the rear template 11 are concrete pouring templates commonly used in the art, and the structures thereof are the prior art and are not described in detail.

It should be noted that, as an example, the first fastener 5 and the second fastener 8 in this embodiment are both threaded rods having external threads at both ends, and fastening nuts are respectively screwed at both ends of the threaded rods, so that the connection and fixation are convenient, and the operation is simple.

As a further illustration, in this embodiment, the first supporting component includes a plurality of first transverse connectors 3 disposed at intervals and a plurality of first longitudinal connectors 2 disposed at intervals, the plurality of first transverse connectors 3 and the plurality of first longitudinal connectors 2 are connected to form a connecting member in a shape of a Chinese character 'tian', and the plurality of first oblique connectors 4 are disposed on the connecting member to form the first supporting component, which has high structural strength and is not easy to deform; four corners and intermediate position of two first supporting component that set up relatively are connected through first fastener 5 respectively, reduce the screw hole quantity of midspan position, guarantee to stride that the shear wall concrete shaping quality of middle position is good, avoid the shear wall intermediate position fracture.

It should be noted that, the first transverse connecting piece 3 is a steel piece that is transversely arranged, the first longitudinal connecting piece 2 is a steel piece that is longitudinally arranged, and the first oblique connecting piece 4 is a steel piece that is obliquely arranged, and its structure is the prior art and will not be described again.

By way of further illustration, in the present embodiment, as shown in fig. 1 and 2, the second support assembly includes a plurality of second longitudinal connectors 6 arranged at intervals, and a space between two adjacent second longitudinal connectors 6 is 200mm; the outer side surfaces of the second longitudinal connecting pieces 6 are provided with a plurality of second transverse connecting pieces 7 which are arranged at intervals, and the interval between every two adjacent second transverse connecting pieces 7 is 500mm; the second transverse connecting pieces 7 which are oppositely arranged are respectively connected through the second fastening pieces 8, so that the connection and fixation are convenient, and the operation is simple.

It should be noted that the second longitudinal connecting member 6 is a longitudinally disposed square block, and the structure thereof is in the prior art and will not be described again.

As a further illustration, in the present embodiment, as shown in fig. 2, the second transverse connecting member 7 includes two or more connecting rods 71 disposed side by side, and the two or more connecting rods 71 are fixed by the clip member 9 in a limiting manner; when the second transverse connecting pieces 7 are oppositely arranged and fixed, the clamp pieces 9 are fixedly connected through the second fastening pieces 8, so that the firmness is good.

After the construction molding, the first support component and the second support component are removed for recycling, so that the construction cost is saved, and the construction efficiency is improved.

From the above description, it can be seen that the above embodiments of the present utility model achieve the following technical effects: the first transverse connecting piece, the first longitudinal connecting piece and the first inclined connecting piece are fully utilized to form the first supporting component to support the mould, the number of screw holes at the midspan position is reduced, the concrete forming quality of the shear wall at the midspan position is guaranteed, potential leakage points are reduced, meanwhile, cracking of the middle part of the shear wall is avoided, construction time is saved, the first supporting component and the second supporting component which are dismantled can be reused, construction cost is reduced, and construction efficiency is improved.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the present application. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.

The relative arrangement of the components and steps, numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present application unless it is specifically stated otherwise. Meanwhile, it should be understood that the sizes of the respective parts shown in the drawings are not drawn in actual scale for convenience of description. Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but should be considered part of the authorization specification where appropriate. In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures.

In the description of the present application, it should be understood that, where azimuth terms such as "front, rear, upper, lower, left, right", "transverse, vertical, horizontal", and "top, bottom", etc., indicate azimuth or positional relationships generally based on those shown in the drawings, only for convenience of description and simplification of the description, these azimuth terms do not indicate and imply that the apparatus or elements referred to must have a specific azimuth or be constructed and operated in a specific azimuth, and thus should not be construed as limiting the scope of protection of the present application; the orientation word "inner and outer" refers to inner and outer relative to the contour of the respective component itself.

Spatially relative terms, such as "above … …," "above … …," "upper surface at … …," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial location relative to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "above" or "over" other devices or structures would then be oriented "below" or "beneath" the other devices or structures. Thus, the exemplary term "above … …" may include both orientations of "above … …" and "below … …". The device may also be positioned in other different ways (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.

In addition, the terms "first", "second", etc. are used to define the components, and are merely for convenience of distinguishing the corresponding components, and unless otherwise stated, the terms have no special meaning, and thus should not be construed as limiting the scope of the present application.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.

The foregoing description is only of the preferred embodiments of the utility model, and all changes and modifications that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.

Claims (8)

1. The utility model provides a few trompil formwork device of shear force wall template which characterized in that, it includes: the first support components and more than one group of second support components are respectively arranged on the outer sides of the front template and the rear template, the two first support components which are oppositely arranged are connected through first fasteners, and the two second support components which are oppositely arranged are connected through second fasteners to form relative limitation between the front template and the rear template.

2. The shear wall form less-perforated formwork support device of claim 1, wherein the first support assembly comprises a plurality of first transverse connectors arranged at intervals and a plurality of first longitudinal connectors arranged at intervals, the plurality of first transverse connectors and the plurality of first longitudinal connectors are connected to form a cross-shaped connecting member, and the connecting member is provided with a plurality of first oblique connectors to form the first support assembly.

3. The shear wall form less-open-pore formwork device of claim 1, wherein the second support assembly comprises a plurality of second longitudinal connectors arranged at intervals, and a plurality of second transverse connectors arranged at intervals are arranged on the outer side surfaces of the plurality of second longitudinal connectors.

4. A shear wall form less-perforated formwork apparatus as claimed in claim 3, wherein the second transverse connector comprises two or more side-by-side connector bars, the two or more connector bars being retained in position by clip members.

5. The shear wall form less-perforated formwork device of claim 1, wherein the first fastener and the second fastener are threaded rods with external threads at two ends, and fastening nuts are respectively connected with the two ends of the threaded rods in a threaded manner.

6. A shear wall form less aperture formwork apparatus as claimed in claim 3 wherein the spacing between adjacent second transverse connectors is 500mm.

7. A shear wall form less aperture formwork apparatus as claimed in claim 3 wherein the spacing between adjacent second longitudinal connectors is 200mm.

8. The shear wall form less-perforated formwork device of claim 2, wherein the first transverse connector is a transversely disposed steel member, the first longitudinal connector is a longitudinally disposed steel member, and the first diagonal connector is a diagonally disposed steel member.

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