CN112982954A

CN112982954A - Settling formwork frame

Info

Publication number: CN112982954A
Application number: CN202110221979.5A
Authority: CN
Inventors: 赵宇洲; 杨志辉
Original assignee: Suntown Technology Group Co Ltd
Current assignee: Suntown Technology Group Co Ltd
Priority date: 2021-02-28
Filing date: 2021-02-28
Publication date: 2021-06-18

Abstract

A settlement formwork frame comprises a first formwork, a second formwork and a third formwork, wherein the first formwork comprises a first side wall and a second side wall which are oppositely arranged along the vertical direction, and the first side wall is positioned above the second side wall; the second template comprises a third side wall and a fourth side wall which are oppositely arranged along the vertical direction, and the third side wall is positioned above the fourth side wall; the reinforcing component comprises a first reinforcing part and a second reinforcing part, and the first reinforcing part is fixed on the second reinforcing part; each first reinforcing member is fixed on the first side wall and the third side wall; the second reinforcing piece of one reinforcing component supports against the second side wall, the second reinforcing piece of the other reinforcing component supports against the fourth side wall, and the second reinforcing piece is located between the first template and the second template. Through being fixed in on first lateral wall and the third lateral wall a plurality of first reinforcements to support respectively on second lateral wall and fourth lateral wall through a plurality of second reinforcements, with the relative stability of guaranteeing first template and second template.

Description

Settling formwork frame

Technical Field

The application relates to the technical field of building construction, in particular to a settlement formwork frame.

Background

With the rapid popularization of aluminum formworks in China, more and more buildings choose to use the aluminum formworks for construction. In order to meet specific building requirements, a settlement part with a certain depth is often required to be arranged at a specific part of a building. In the pouring process of a building, because the lower end of the template at the subsidence part is arranged at the free end, when the concrete is poured, the concrete impacts the template at the subsidence part to cause the inward deviation of the lower end of the template, thereby influencing the pouring molding of the specific subsidence part. The existing methods generally use a single roof or batten to support the free ends of the settlement site formwork to prevent the problem of inward deflection of the free ends of the formwork during pouring. When the single top or the batten is adopted to support the sedimentation part template, a plurality of parts need to be combined and reinforced, the single top circular tube is easy to damage when in use, and the batten needs to be cut to a specified length on site when in use, so that the assembly difficulty is increased, and the assembly efficiency is reduced.

Disclosure of Invention

In view of the above, there is a need for a settlement formwork frame that is efficient in assembly.

Embodiments of the present application provide a settlement formwork frame, comprising a first formwork including a first sidewall and a second sidewall disposed opposite to each other in a vertical direction, the first sidewall being located above the second sidewall; the second template comprises a third side wall and a fourth side wall which are oppositely arranged along the vertical direction, and the third side wall is positioned above the fourth side wall; the reinforcing component comprises a first reinforcing part and a second reinforcing part, and the first reinforcing part is fixed on the second reinforcing part; each first reinforcing member is fixed on the first side wall and the third side wall; the second reinforcing piece of one reinforcing component supports against the second side wall, the second reinforcing piece of the other reinforcing component supports against the fourth side wall, and the second reinforcing piece is located between the first template and the second template. The first template and the second template are arranged at the subsidence part of the building, and the first side wall and the third side wall are connected with other templates, so that one ends of the first side wall and the third side wall form a stable fixed end, and the second side wall and the fourth side wall form a free end. The plurality of first reinforcing members are fixedly connected with the first side wall and the third side wall by fixing the plurality of first reinforcing members on the first side wall and the third side wall. And at least one second reinforcing member is fixed on the corresponding first reinforcing member and abuts against the free end of the first template, at least one second reinforcing member is fixed on the other first reinforcing member and abuts against the free end of the second template, so that when concrete is poured and impact force is generated on the free ends of the first template and the second template, the plurality of second reinforcing members transmit the impact force to the first reinforcing members, and the first reinforcing members are stably connected with the first side wall and the third side wall, so that pressure transmitted from the second reinforcing members is counteracted, and the free ends of the first template and the second template are kept relatively balanced.

In at least one embodiment of the present application, the first stiffener and the second stiffener are vertically disposed. Through setting up first reinforcement and second reinforcement perpendicularly to when first reinforcement is fixed with the second reinforcement, need not to set up second reinforcement and first reinforcement slope and guarantee accurate position, reduced operation technology, improved efficiency.

In at least one embodiment of the present application, one of the second reinforcing members is disposed obliquely from one end of the first reinforcing member toward the second side wall, and the other of the second reinforcing members is disposed obliquely from one end of the first reinforcing member toward the fourth side wall. By obliquely arranging at least one second reinforcing member on the corresponding first reinforcing member and second side wall and obliquely arranging at least one second reinforcing member on the corresponding first reinforcing member and fourth side wall, when concrete is poured, the first reinforcing member gives oblique force to each second reinforcing member, so that the oblique force is converted into force opposite to the direction of impact force, partial impact force is counteracted, and the problem that the second reinforcing member is bent due to stress is prevented.

In at least one embodiment of the present application, the first stiffener includes first and second faces that are perpendicular to each other; the first face is secured to the first side wall and the third side wall, and the second reinforcement is secured to the second face. Through setting up mutually perpendicular's first face and second face to be fixed in different faces respectively with first template, second template and second reinforcement, produce the problem of interfering when preventing first template, second template and second reinforcement and being fixed in first reinforcement same position.

In at least one embodiment of this application, the settlement formwork frame further includes a pin, a plurality of mounting holes have been seted up on the first face, the pin penetrates one the mounting hole with the first side wall or the third side wall is fixed. The first surface can be fixed on the first side wall or the third side wall by penetrating the pin through the mounting hole, and the fixing mode is simple and easy to operate.

In at least one embodiment of this application, a plurality of the mounting hole is opened on the first face equidistantly. Through set up a plurality of mounting holes on equidistant in first face to when subsiding the width change at position, through being fixed in on first lateral wall and the third lateral wall with different mounting hole position on the first face, with the product that is applicable to different width subsides the position.

In at least one embodiment of the present application, the second reinforcement member is fixed to the second face by one of welding and riveting. The second reinforcing piece is fixed on the second face in a welding or riveting mode, and the fixing mode is simple and easy to operate and is firm in fixing.

In at least one embodiment of this application, subside template frame still includes the brace piece, brace piece both ends support respectively in first template with the second template, and laminate respectively the second lateral wall with the fourth lateral wall sets up, the brace piece is located first template with between the second template. The top support piece is arranged between the first template and the second template, so that impact force borne by the free ends of the first template and the second template are mutually supported, and the stability of the first template and the second template is further improved.

In at least one embodiment of this application, subside template frame still includes third template and fourth template, the third template with the fourth template is fixed in first template with the relative both ends of second template, first template the second template the third template with the fourth template encloses and establishes and form and subsides the space. The first template, the second template, the third template and the fourth template can form settlement spaces with different shapes of buildings in an enclosing mode.

In at least one embodiment of the present application, the first template is parallel to the second template and the third template is parallel to the fourth template. The first template is parallel to the second template, and the third template is parallel to the fourth template so as to enclose a specific sedimentation space.

Drawings

Fig. 1 is a schematic perspective view of a settling template frame in an embodiment.

Fig. 2 is a schematic perspective view of a settling template frame in another embodiment.

Fig. 3 is a perspective view of the reinforcement assembly shown in fig. 1.

Fig. 4 is a perspective view illustrating the use of the top support in the settling formwork frame shown in fig. 1.

Description of the main elements

Settling formwork frame 100

First template 10

First side wall 11

Second side wall 12

Second form 20

Third side wall 21

Reinforcing component 30

First stiffener 31

First surface 311

Mounting hole 3111

Second side 312

Second stiffener 32

Top stay 40

Third template 50

Fourth template 60

Detailed Description

The embodiments of the present application will be described in conjunction with the drawings in the embodiments of the present application, and it is to be understood that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.

It will be understood that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. When an element is referred to as being "on" another element, it can be directly on the other element or intervening elements may also be present. The terms "top," "bottom," "upper," "lower," "left," "right," "front," "rear," and the like as used herein are for illustrative purposes only.

Embodiments of the present application provide a settlement formwork frame, comprising a first formwork including a first sidewall and a second sidewall disposed opposite to each other in a vertical direction, the first sidewall being located above the second sidewall; the second template comprises a third side wall and a fourth side wall which are oppositely arranged along the vertical direction, and the third side wall is positioned above the fourth side wall; the reinforcing component comprises a first reinforcing part and a second reinforcing part, and the first reinforcing part is fixed on the second reinforcing part; each first reinforcing member is fixed on the first side wall and the third side wall; the second reinforcing piece of one reinforcing component supports against the second side wall, the second reinforcing piece of the other reinforcing component supports against the fourth side wall, and the second reinforcing piece is located between the first template and the second template.

The settlement formwork frame is characterized in that the first formwork and the second formwork are arranged at a settlement position of a building, the first side wall and the third side wall are connected with other formworks, so that one ends of the first side wall and the third side wall form a stable fixed end, and the second side wall and the fourth side wall form a free end. The plurality of first reinforcing members are fixedly connected with the first side wall and the third side wall by fixing the plurality of first reinforcing members on the first side wall and the third side wall. And at least one second reinforcing member is fixed on the corresponding first reinforcing member and abuts against the free end of the first template, and at least one second reinforcing member is fixed on the other first reinforcing member and abuts against the free end of the second template, so that when concrete is poured and impact force is generated on the free ends of the first template and the second template, the impact force is transmitted to the first reinforcing members by the plurality of second reinforcing members, and the first reinforcing members are stably connected with the first side wall and the third side wall, so that pressure transmitted from the second reinforcing members is counteracted, and the free ends of the first template and the second template are kept relatively balanced.

Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.

Referring to fig. 1, an embodiment of the present application provides a settling formwork frame 100 including a first formwork 10, a second formwork 20, and at least two reinforcing members 30. The first form 10 includes a first sidewall 11 and a second sidewall 12 disposed opposite to each other in a vertical direction, and the first sidewall 11 is located above the second sidewall 12. The second form 20 includes a third sidewall 21 and a fourth sidewall (not shown) oppositely disposed in a vertical direction. Each reinforcement member 30 includes a first reinforcement member 31 and a second reinforcement member 32, and the first reinforcement member 31 is fixed to the second reinforcement member 32. Each first reinforcement 31 is fixed to the first side wall 11 and the third side wall 21; the second reinforcement 32 of one reinforcement member 30 abuts the second sidewall 12 and the second reinforcement 32 of the other reinforcement member 30 abuts the fourth sidewall.

In buildings with settlement, it is necessary to form an integral formwork frame by constructing a formwork at a portion to be settled. And forming a specific concave portion at the position of the settlement formwork after the concrete is solidified by pouring the concrete in the formed formwork frame. The upper ends of the first and second formworks 10 and 20 in the vertical direction are fixed to other formworks to form a formwork frame. The lower ends of the first form 10 and the second form 20 are at loose ends which are not fixed.

The above-described settling formwork frame 100 is formed by fixing a plurality of first reinforcing members 31 to the first and

third sidewalls

11 and 21 so that the plurality of first reinforcing members 31 are stably connected to the first and

third sidewalls

11 and 21. And by fixing at least one second reinforcement 32 to the corresponding first reinforcement 31 and abutting against the free end of the first form 10, and by fixing at least one second reinforcement 32 to the other first reinforcement 31 and abutting against the free end of the second form 20, so that when concrete is poured and an impact force is generated to the free ends of the first form 10 and the second form 20, the plurality of second reinforcements 32 transmit the impact force to the first reinforcements 31, and since the first reinforcements 31 are firmly connected to the first side wall 11 and the third side wall 21, the pressure transmitted from the second reinforcements 32 is offset, so that the free ends of the first form 10 and the second form 20 are kept relatively balanced.

It should be noted that, in order to prevent the problem that the single reinforcement member 30 cannot abut against the first formwork 10 or the second formwork 20, thereby causing the first formwork 10 and the second formwork 20 to be shifted, in an embodiment, the settling formwork frame 100 is provided with a plurality of reinforcement members 30. The first reinforcements 31 on the plurality of reinforcement assemblies 30 are all fixed on the first side wall 11 and the third side wall 21, and both ends of the second reinforcements 32 on the plurality of reinforcement assemblies 30 are respectively fixed on the corresponding first reinforcements 31 and the second side wall 12 or the fourth side wall, so as to support the first formwork 10 and the second formwork 20.

In one embodiment, there are two reinforcing members 30. One end of each of the two second reinforcements 32 is fixed to the two first reinforcements 31, and the other end of each of the two second reinforcements abuts against the second side wall 12 and the fourth side wall, so as to diagonally abut against the first formwork 10 and the second formwork 20, thereby preventing the first formwork 10 and the second formwork 20 from shifting due to concrete impact.

It should be noted that, when concrete is poured, impact force may be generated on the first formwork 10 and the second formwork 20, and the first formwork 10 and the second formwork 20 may generate impact force on the two second reinforcing members 32 to deform the two second reinforcing members 32. When each reinforcement assembly 30 includes a first reinforcement 31 and two second reinforcements 32, and the two second reinforcements 32 are disposed on two sides of the first reinforcement 31 to abut against the first formwork 10 and the second formwork 20, the first formwork 10 and the second formwork 20 may press the two second reinforcements 32 and deform the two second reinforcements 32, so that the reinforcement assembly 30 cannot be taken out after the concrete is solidified. The above scheme is to avoid the problem that the reinforcement assembly 30 is difficult to be taken out from the settling formwork frame 100 due to the deformation of the second reinforcement member 32 by providing a plurality of reinforcement members 30, and each reinforcement member 30 only comprises one first reinforcement member 31 and one second reinforcement member 32.

To facilitate fixing the first and

second reinforcement members

31 and 32, in one embodiment, the first and

second reinforcement members

31 and 32 are vertically disposed. In order to avoid when first reinforcement 31 and second reinforcement 32 are fixed, need set up second reinforcement 32 and first reinforcement 31 slope and fix the loaded down with trivial details operation of accurate position with second reinforcement 32, reduced operation technology, improved efficiency.

Referring to fig. 2, in order to further increase the impact resistance of the first form 10 and the second form 20, one second stiffener 32 is disposed to be inclined from one end of the first stiffener 31 to the second side wall 12, and the other second stiffener 32 is disposed to be inclined from one end of the first stiffener 31 to one end of the fourth side wall. When concrete is poured, the first reinforcing members 31 give oblique force to each second reinforcing member 32, so that the oblique force is converted into force opposite to the direction of impact force, partial impact force is counteracted, and the problem that the second reinforcing members 32 are bent due to stress is prevented.

Referring to fig. 1 and 3, in order to prevent interference when the first formwork 10, the second formwork 20 and the second stiffener 32 are fixed on the first stiffener 31, the first stiffener 31 includes a first surface 311 and a second surface 312 that are perpendicular to each other. The first face 311 is fixed to the first side wall 11 and the third side wall 21, and the second reinforcement member 32 is fixed to the second face 312.

In order to fix the first surface 311 to the first side wall 11 and the third side wall 21, the settling formwork frame 100 further includes a pin (not shown), and the first surface 311 is formed with a plurality of mounting holes 3111. The pin is inserted into a mounting hole 3111 to fix the first surface 311 to the first sidewall 11 or the second sidewall 12, which is simple to operate and efficient to mount. In one embodiment, the mounting holes 3111 are formed on the first surface 311 at equal intervals to be suitable for the subsidence areas with different widths. When the width of the subsidence area is changed, the positions of the different mounting holes 3111 on the first surface 311 are fixed on the first side wall 11 and the third side wall 21, so that the subsidence area with different widths can be applied. It is understood that the opening positions of the plurality of mounting holes 3111 are not limited thereto, and as another embodiment, the plurality of mounting holes 3111 are randomly installed on the first surface 311 so that different positions of the mounting holes 3111 are fixed on the first and

third sidewalls

11 and 21 to correspond to a subsidence part with a specific width.

In order to improve the fixing efficiency and the fixing stability of the second reinforcing member 32 and the second face 312, the second reinforcing member 32 and the second face 312 are fixed by one of welding and riveting.

In one embodiment, the second reinforcement 32 is a steel bar, but obviously, the second reinforcement 32 is not limited thereto, and in another embodiment, the second reinforcement 32 may also be a steel bar or a bar structure made of other metal materials.

Referring to fig. 4, in order to further increase the stability between the first formwork 10 and the second formwork 20, the settling formwork frame 100 further includes a top support 40. The two ends of the top support 40 are respectively abutted against the first template 10 and the second template 20, the two ends of the top support 40 are respectively attached to the second sidewall 12 and the fourth sidewall, and the top support 40 is located between the first template 10 and the second template 20. So that the two ends of the top support 40 respectively abut against the free ends of the first formwork 10 and the second formwork 20 during concrete pouring, and the impact forces on the free ends of the first formwork 10 and the second formwork 20 are mutually counteracted.

In one embodiment, the top support 40 is one of a single top or a batten.

The settling formwork frame 100 further includes a third formwork 50 and a fourth formwork 60 in order to enclose a settling portion formed in a specific size and shape. Third and

fourth forms

50 and 60 are secured to opposite ends of first and

second forms

10 and 20. The first template 10, the second template 20, the third template 50 and the fourth template 60 enclose a formed settling space. In one embodiment, the shape of the subsidence part formed by enclosing is a rectangular body, but obviously, the shape is not limited to this, and as another embodiment, the shape of the subsidence part formed by enclosing can also be a cone body or a wedge body.

In one embodiment, the first form is parallel to the second form and the third form is parallel to the fourth form in order to enclose a settling space of a specific shape.

It should be noted that, in an embodiment, the first template 10, the second template 20, the third template 50, and the fourth template 60 are aluminum templates, but obviously, the invention is not limited thereto, and as in another embodiment, the first template 10, the second template 20, the third template 50, and the fourth template 60 may also be templates made of other metal materials, and the like.

The operation flow of one specific embodiment of the present application is as follows: when a building having a subsidence part is cast, a first form 10, a second form 20, a third form 50 and a fourth form 60 are enclosed into a subsidence form frame 100 having a specific size and shape.

The first face 311 is fixed to the first and

third sidewalls

11 and 21 by inserting a pin through the mounting hole 3111 of the first face 311. One end of the plurality of second reinforcements 32 far away from the first reinforcement 31 is abutted against the second side wall 12, and one end of the rest of the plurality of second reinforcements 32 far away from the first reinforcement 31 is abutted against the fourth side wall, so as to form diagonal reinforcement. Thus, when concrete is poured, the plurality of second reinforcing members 32 respectively abut against the free ends of the first formwork 10 and the second formwork 20, so that the problem that the free ends are deflected inwards due to stress is prevented.

The above-provided sinking formwork frame 100 is constructed by disposing the first formwork 10 and the second formwork 20 at the sinking portion of the building and connecting the first sidewall 11 and the third sidewall 21 with other formworks so that one ends of the first sidewall 11 and the third sidewall 21 form a stable fixed end and the second sidewall 12 and the fourth sidewall form a free end. The plurality of first reinforcing members 31 are fixedly coupled to the first and

third sidewalls

11 and 21 by fixing the plurality of first reinforcing members 31 to the first and

third sidewalls

In addition, those skilled in the art should realize that the above embodiments are illustrative only and not limiting to the present application, and that suitable changes and modifications to the above embodiments are within the scope of the disclosure of the present application as long as they are within the true spirit and scope of the present application.

Claims

1. A settling template frame, comprising:

the first template comprises a first side wall and a second side wall which are oppositely arranged along the vertical direction, and the first side wall is positioned above the second side wall;

the second template comprises a third side wall and a fourth side wall which are oppositely arranged along the vertical direction, and the third side wall is positioned above the fourth side wall;

at least two reinforcement assemblies, each reinforcement assembly comprising a first reinforcement and a second reinforcement, the first reinforcement being secured to the second reinforcement;

each first reinforcing member is fixed on the first side wall and the third side wall;

the second reinforcement of one of the reinforcement assemblies abuts against the second side wall, the second reinforcement of the other reinforcement assembly abuts against the fourth side wall, and the second reinforcement is located between the first template and the second template.

2. The settling formwork frame defined in claim 1, wherein the first reinforcing member and the second reinforcing member are disposed vertically.

3. The settling formwork frame defined in claim 1, wherein one of the second reinforcing members is disposed obliquely from the end of the first reinforcing member toward the second side wall and the other of the second reinforcing members is disposed obliquely from the end of the first reinforcing member toward the fourth side wall.

4. The settling formwork frame of claim 1, wherein the first reinforcement member comprises a first face and a second face perpendicular to each other;

the first face is secured to the first side wall and the third side wall, and the second reinforcement is secured to the second face.

5. The settling formwork frame of claim 4, further comprising a pin, wherein the first face defines a plurality of mounting holes, the pin penetrating one of the mounting holes to secure the first face to the first sidewall or the third sidewall.

6. The settling formwork frame defined in claim 5, wherein a plurality of the mounting apertures are provided in the first face at equal intervals.

7. The settlement formwork frame of claim 4, wherein the second reinforcement member is one of welded or riveted to the second face.

8. The settling template frame of claim 1, further comprising a top support, wherein two ends of the top support are respectively supported on the first template and the second template and respectively attached to the second sidewall and the fourth sidewall, and the top support is located between the first template and the second template.

9. The settling template frame of claim 1, further comprising a third template and a fourth template, the third template and the fourth template secured to opposing ends of the first template and the second template, the first template, the second template, the third template, and the fourth template enclosing a settling space.

10. The settling template frame of claim 9, wherein the first template is parallel to the second template and the third template is parallel to the fourth template.