CN215978482U - Be applied to two bracing devices of straight wall template - Google Patents

Abstract

The utility model discloses a double diagonal bracing device applied to a straight wall template, which comprises a connecting base (1), a rotatable template connector (2), a long diagonal bearing rod (3) and a short diagonal bearing rod (4); one end of each of the long inclined bearing rod (3) and the short inclined bearing rod (4) is rotatably connected with the connecting base (1) respectively; the other ends of the long inclined bearing rod (3) and the short inclined bearing rod (4) are respectively hinged with the rotatable template connector (2). Has the following advantages: 1. the double diagonal bracing device has small volume and low logistics cost; 2. a steel pipe scaffold does not need to be erected on site, so that the construction space is saved; 3. the angle of the double-inclined-support device after being connected with the template is adjustable, and the double-inclined-support device can be turned over to be close to the back of the template when needed and integrally hoisted with the template, so that repeated disassembly and assembly are avoided, and the operation efficiency is improved; 4. the double-inclined-strut device and the template are connected in a two-point fixing mode, and are easy to assemble and disassemble.

Description

Be applied to two bracing devices of straight wall template

Technical Field

The utility model relates to a double diagonal bracing device applied to a straight wall template, in particular to a template diagonal bracing device capable of being turned and folded.

Background

Along with the development of economy and technique, in order to satisfy the molding demand of modern concrete, the concrete wall design of various combination forms has appeared, and the interval of each wall body is compacter and compacter, and the circulation efficiency of template construction promotes, and the tradition is used for the formwork support that concrete wall pours to adopt the mode of steel pipe scaffold. The existing steel pipe scaffold has the following problems:

1. the steel pipe scaffold erection platform needs to be erected on each layer, so that more materials are used and the transportation is difficult;

2. the steel pipe scaffold needs to occupy an overlarge construction site for building, and occupies a large space;

3. the steel pipe scaffold can not be simultaneously transported when the template is transferred, and needs to be disassembled and assembled again;

4. the steel pipe scaffold has many connecting points with the template, and the operation is complex.

Disclosure of Invention

In view of the above, the present invention is directed to a double bracing apparatus for a vertical wall form.

In order to achieve the purpose, the utility model provides the following technical scheme:

the utility model provides a foldable diagonal bracing device for solving the defects.

The above purpose of the utility model is realized by the following technical scheme, and the double diagonal bracing device applied to the vertical wall template is characterized in that: comprises a connecting base (1), a rotatable template connector (2), a long inclined bearing rod (3) and a short inclined bearing rod (4); one end of each of the long inclined bearing rod (3) and the short inclined bearing rod (4) is rotatably connected with the connecting base (1) respectively; the other ends of the long inclined bearing rod (3) and the short inclined bearing rod (4) are respectively hinged with the rotatable template connector (2).

Preferably, the long inclined pressure-bearing rod 3 and the short inclined pressure-bearing rod 4 are both telescopic.

Preferably, the hinged positions of the long inclined pressure-bearing rod 3 and the short inclined pressure-bearing rod 4 and the rotatable template connector (2) are fixedly connected through a group of connecting pins 5 and pin buckles 6;

when the connecting structure is installed, the long inclined pressure-bearing rod 3, the short inclined pressure-bearing rod 4 and the connecting base 1 are matched, the other ends of the long inclined pressure-bearing rod 3 and the short inclined pressure-bearing rod 4 are respectively matched with the rotatable template connector 2, and the three matching positions are quickly connected and fixed through a group of connecting pins 5 and pin buckles 6 to form an integral structure;

when the combined inclined pressure-bearing rod is used, the inclined pressure-bearing rod is connected to a concrete template to be constructed and used, the inclined pressure-bearing rod can be turned to the back position of a fit template through the connecting bolts arranged on the rotatable template connecting heads 2 before hoisting, the inclined pressure-bearing rod is hoisted to the position perpendicular to the template in integral hoisting, and the anchor bolts 7 are installed at proper hole positions of the connecting base to be fixed.

Compared with the prior art, the utility model has the advantages that:

1. the double diagonal bracing device has small volume and low logistics cost;

2. a steel pipe scaffold does not need to be erected on site, so that the construction space is saved;

3. the angle of the double-inclined-support device after being connected with the template is adjustable, and the double-inclined-support device can be turned over to be close to the back of the template when needed and integrally hoisted with the template, so that repeated disassembly and assembly are avoided, and the operation efficiency is improved;

4. the double-inclined-strut device and the template are connected in a two-point fixing mode, and are easy to assemble and disassemble.

Drawings

In order to make the object, technical scheme and beneficial effect of the utility model more clear, the utility model provides the following drawings for explanation:

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

FIG. 2 is view B of FIG. 1;

FIG. 3 is view A of FIG. 1;

FIG. 4 is a schematic illustration of use in connection with concrete form construction;

in the figure, 1 is a connecting base, 2 is a rotatable template connector, 3 is a long inclined pressure bearing rod, 4 is a short inclined pressure bearing rod, 5 is a connecting pin, 6 is a pin clamp, 7 is an earth anchor bolt, 8 is a template, and 9 is an operation frame.

Detailed Description

The present invention is further described with reference to the following drawings and specific examples so that those skilled in the art can better understand the present invention and can practice the present invention, but the examples are not intended to limit the present invention.

As shown in fig. 1-3, a double diagonal bracing device applied to a straight wall formwork comprises a connecting base 1, a rotatable formwork connector 2, a long diagonal pressure-bearing rod 3, a short diagonal pressure-bearing rod 4, a connecting pin 5, a pin buckle 6 and a ground anchor bolt 7;

two ends of the long inclined pressure-bearing rod 3 are provided with hinged ends;

two ends of the short oblique pressure-bearing rod 4 are provided with hinged ends;

the rotatable template connector 2 is provided with a connecting bolt and a hinged end, the connecting bolt is connected with a back edge of a concrete pouring template, the long inclined pressure-bearing rod 3 and the short inclined pressure-bearing rod 4 are respectively and rotatably fixed on the connecting base 1, the other ends of the long inclined pressure-bearing rod and the short inclined pressure-bearing rod 4 are respectively hinged with the rotatable template connector 2, and the rotatable template connector 2 can guide the long inclined pressure-bearing rod 3 and the short inclined pressure-bearing rod 4 to be turned over in a rotating mode;

the long inclined pressure-bearing rod 3 comprises an internal thread pipe and two thread lead screws, wherein internal threads are arranged at two ends of the internal thread pipe, two ends of the internal thread pipe are respectively connected with the thread lead screws, and the other ends of the thread lead screws are respectively provided with a hinged part for connecting the rotatable template connector 2 and the connecting base 1;

the short inclined pressure-bearing rod 4 comprises an internal thread pipe and two threaded lead screws, wherein internal threads are arranged at two ends of the internal thread pipe, two ends of the internal thread pipe are respectively connected with the threaded lead screws, and hinged parts are arranged at the other ends of the threaded lead screws and are used for connecting the rotatable template connector 2 and the connecting base 1;

as shown in fig. 1-3, during installation, one ends of a long oblique pressure-bearing rod 3 and a short oblique pressure-bearing rod 4 are hinged with a connecting base 1, the other ends of the long oblique pressure-bearing rod 3 and the short oblique pressure-bearing rod 4 are respectively hinged with a rotatable template connector 2, the three hinged positions are all quickly connected and fixed through a group of connecting pins 5 and pin buckles 6, and the long oblique pressure-bearing rod 3 and the short oblique pressure-bearing rod 4 are adjusted to be at a proper length to be installed;

as shown in fig. 4, when in use, the combined diagonal bracing device is firstly connected to a concrete formwork 8 to be constructed and used, and is fixed by a connecting bolt arranged on a rotatable formwork connector 2, the long diagonal pressure-bearing rods 3 and the short diagonal pressure-bearing rods 4 of the diagonal bracing device can be turned over to the back position of the attached formwork before hoisting, and are integrally hoisted, and when the diagonal pressure-bearing rods 3 and the short diagonal pressure-bearing rods 4 are hoisted to the construction position of an operation frame 9, the long diagonal pressure-bearing rods 3 and the short diagonal pressure-bearing rods 4 are turned over to the positions vertical to the formwork, and a fixing bolt is installed at a proper hole position of a connecting base 1 to form a whole with the operation frame, and if the cast concrete formwork is installed below one layer or at a floor position, a ground anchor bolt 7 is installed at a proper hole position of the connecting base 1 to fix the concrete formwork on the hardened surface.

To the scene that has the template support to install and remove high efficiency, the convenient demand of integral hoisting in template construction operation, adopt this utility model invention to have great superiority. The support is simple in manufacturing process, small in size, low in transportation cost and convenient to use, reduces the operation intensity of constructors, improves the construction efficiency, guarantees the safety of the constructors, liberates more construction spaces, and has high practicability and economy.

The concrete formwork is simple to process and manufacture and convenient to operate, is suitable for concrete formworks below one floor and on the inner side of a floor slab, can be matched with an operation platform for use on a high floor, has strong universality, and can greatly reduce the labor intensity of workers and improve the construction efficiency.

The above-mentioned embodiments are merely preferred embodiments for fully illustrating the present invention, and the scope of the present invention is not limited thereto. The equivalent substitution or change made by the technical personnel in the technical field on the basis of the utility model is all within the protection scope of the utility model. The protection scope of the utility model is subject to the claims.

In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like, when used in the orientation or positional relationship indicated in the figures, are used merely for convenience in describing the utility model and to simplify the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered as limiting. Furthermore, the appearances of the terms "first," "second," and the like, if any, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.

In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" should be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.

Claims (3)

1. The utility model provides a be applied to two bracing devices of straight wall template which characterized in that: comprises a connecting base (1), a rotatable template connector (2), a long inclined bearing rod (3) and a short inclined bearing rod (4); one end of each of the long inclined bearing rod (3) and the short inclined bearing rod (4) is rotatably connected with the connecting base (1) respectively; the other ends of the long inclined bearing rod (3) and the short inclined bearing rod (4) are respectively hinged with the rotatable template connector (2).

2. The double bracing apparatus according to claim 1, wherein: the long inclined pressure bearing rod (3) and the short inclined pressure bearing rod (4) both have elasticity.

3. The double bracing apparatus according to claim 1, wherein: the long oblique pressure bearing rod (3) and the short oblique pressure bearing rod (4) are fixedly connected with the hinged position of the rotatable template connector (2) through a group of connecting pins (5) and pin buckles (6).

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