CN219973875U

CN219973875U - Safe and easy-to-use concrete pouring template

Info

Publication number: CN219973875U
Application number: CN202320452459.XU
Authority: CN
Inventors: ***
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-03-10
Filing date: 2023-03-10
Publication date: 2023-11-07
Anticipated expiration: 2033-03-10

Abstract

The utility model discloses a safe and easy-to-use concrete pouring template. The concrete pouring template comprises a panel, vertical ribs, transverse ribs and a frame. The panel comprises a front surface and a back surface, wherein the front surface is used for fixing concrete; the frame is arranged around the periphery of the panel and extends outwards from the back surface of the panel; the transverse rib is arranged on the back surface and extends along the width direction of the panel; the vertical ribs are arranged on the back surface and extend along the length direction of the panel; the transverse rib is formed by bending a whole sheet metal, and a first annular area is formed for carrying. The concrete pouring template is made of the metal plate in a bending, welding and other modes, so that the weight of the concrete pouring template is reduced, the grasping position is increased, the concrete pouring template is convenient for workers to carry and assemble and disassemble, and no scratch is caused.

Description

Safe and easy-to-use concrete pouring template

Technical Field

The utility model relates to a safe and easy-to-use concrete pouring template, and belongs to the technical field of building auxiliary tools.

Background

Building templates are important tools for cast-in-place concrete construction. The traditional loose-spliced wood template is used in the existing construction, and the following problems exist in the loose-spliced wood template: (1) the corner parts are easy to laminate, and the use times can not meet the use requirements; (2) poor on-site processing quality, low processing precision, labor and time consumption; (3) the construction experience requirement on operators is high; (4) the concrete molding quality is poor, and common problems such as slurry leakage, mold explosion and the like exist.

Aiming at the problems of the existing wood templates, attempts are made to manufacture building templates by using plastic materials. For example, in the Chinese utility model with the patent number ZL 202222235749.7, a detachable concrete pouring plastic template is disclosed, so as to solve the problems of large weight, inconvenient position adjustment and the like of a steel building template. However, such plastic templates also have drawbacks such as being easily broken and not recyclable.

Therefore, building templates are gradually turned to be mainly made of metal materials (such as aluminum and steel). However, the existing metal concrete pouring template has low overall rigidity and small bending strength due to the self structure of the template, and is easy to deform in the actual construction process, so that the poured concrete leaks slurry and the wall body deforms. Moreover, the existing metal concrete pouring template is large in weight, manual transportation is time-consuming and labor-consuming, and the metal edge is easy to scratch the palm or arm of a worker.

Disclosure of Invention

The utility model aims to provide a safe and easy-to-use concrete pouring template.

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

a safe and easy-to-use concrete pouring template comprises a panel, vertical ribs, transverse ribs and a frame; wherein,

the panel comprises a front face and a back face, wherein the front face is used for fixing concrete;

the frame is arranged around the periphery of the panel and extends outwards from the back surface of the panel;

the cross rib is arranged on the back surface and extends along the width direction of the panel;

the vertical ribs are arranged on the back surface and extend along the length direction of the panel;

the transverse rib is formed by bending a whole sheet metal, and a first annular area is formed for carrying.

Wherein preferably, the cross rib comprises a first outer vertical plate, a first cross plate, a first inner web plate and a second cross plate which are sequentially connected, wherein the first outer vertical plate, the first cross plate, the first inner web plate and the second cross plate form a first annular area.

Preferably, the first outer vertical plate is connected with one end of the first transverse plate and is perpendicular to the first transverse plate;

the other end of the first transverse plate is connected with the first inner web plate and is mutually perpendicular;

the other end of the first inner web plate is connected with the second transverse plate and is mutually perpendicular;

the other end of the second transverse plate is in contact with the first outer vertical plate and is perpendicular to the first outer vertical plate.

Preferably, the first outer vertical plate is provided with a yielding trapezoid groove along the length direction; the vertical rib passes through the relief trapezoid groove to vertically intersect with the transverse rib.

Wherein, preferably, erect the rib by whole panel beating bending, including first bottom plate, first swash plate, first roof, first riser, second roof, second swash plate and the second bottom plate that connect gradually.

Preferably, the second top plate and the first top plate, the second inclined plate and the first inclined plate, and the second bottom plate and the first bottom plate are respectively in mirror symmetry, and the mirror reference is the contact surface of the first vertical plate and the second vertical plate.

Preferably, the first vertical plate and the second vertical plate are parallel and overlapped, and are perpendicular to the first bottom plate and/or the second bottom plate.

Preferably, the first bottom plate, the first vertical plate, the second vertical plate and the second bottom plate are connected together at the same position through one-time welding.

The frame is preferably formed by bending a whole sheet metal, and comprises a first front plate, a first inclined plate, a first web plate, a second inclined plate, a second front plate, a first arc plate and a second web plate; the second front plate, the first arc plate, and the second web collectively form a second annular region.

Preferably, the second front plate is coplanar with the first front plate.

Compared with the prior art, the concrete pouring template provided by the utility model is made of the metal plate through bending, welding and other modes, so that the weight of the concrete pouring template is reduced, the gripping position is increased, the concrete pouring template is convenient for workers to carry and load and unload, and no scratch is caused.

Drawings

Fig. 1 is a schematic perspective view of a concrete pouring formwork according to an embodiment of the present utility model;

FIG. 2 (a) is a cross-sectional view of the cross-rib of FIG. 1 taken along the direction A-A;

FIG. 2 (b) is a view of the cross rib of FIG. 2 (a) in the direction D;

FIG. 3 is a cross-sectional view of the vertical rib of FIG. 1 taken along the B-B direction;

FIG. 4 (a) is a cross-sectional view of the bezel of FIG. 1 taken along the direction C-C;

fig. 4 (b) is a view of the bezel in fig. 4 (a) along the E direction.

Detailed Description

The technical contents of the present utility model will be described in detail with reference to the accompanying drawings and specific examples.

The main technical concept of the utility model is that when the concrete pouring template bears the pressure of concrete, the deformation influence of the panel is reduced as much as possible through the structures such as the transverse ribs, the vertical ribs, the frame and the like. For this purpose, as shown in fig. 1, the concrete pouring formwork provided by the embodiment of the utility model comprises a panel 1, a transverse rib 2, a vertical rib 3 and a frame 4. The panel 1 includes a front surface 11 and a back surface 12, the front surface 11 is a surface contacting concrete when concrete is poured, and the back surface 12 is an opposite surface of the front surface 11. Only the back side 12 is visible in fig. 1. The cross rib 2 is provided on the back surface 12 of the panel 1 and extends in the width direction of the panel 1. The vertical rib 3 is provided on the back surface 12 of the panel 1, extends in the longitudinal direction of the panel 1, and perpendicularly intersects the transverse rib 2. The rim 4 is provided around the perimeter of the panel 1, the transverse ribs 2 and the vertical ribs 3 and extends outwardly from the rear face 12.

As shown in fig. 2 (a), the cross rib 2 is formed by bending a whole plate material, has a b-shaped cross section, and includes a first outer standing plate 21, a first cross plate 22, a first inner web 23, and a second cross plate 24. Wherein the first outer vertical plate 21 is connected to the first transverse plate 22 and is perpendicular to each other. The other end of the first cross plate 22 is connected to the first inner web 23 and is perpendicular to each other. The other end of the first inner web 23 is connected to the second cross plate 24 and is perpendicular to each other. And, the first inner web 23 has a length smaller than the first outer riser 21. The other end of the second transverse plate 24 is in contact with the first outer standing plate 21 and is perpendicular to each other. The first outer vertical plate 21, the first transverse plate 22, the first inner web plate 23 and the second transverse plate 24 form a first annular area, and as shown by a circle J in fig. 2 (a), the size of the annular area is matched with the shape of the palm of the worker in a holding state, so that the worker can hold the palm with one hand, and the palm cannot be slipped or cut, and the worker can lift the palm forcefully.

As shown in fig. 2 (b), the first outer standing plate 21 is formed with a lightening hole 212 and a stepped-down groove 213 at a designed position in the longitudinal direction. The lightening holes 212 and the relief trapezoidal grooves 213 are located between the first annular region J and the panel 1. The weight-reducing holes 212 serve to reduce the weight of the cross rib 2 and also reduce material consumption.

As shown in fig. 3, the vertical ribs 3 are parallel to the length direction of the panel 1. The vertical rib 3 is formed by bending a whole plate, the section of the vertical rib is trapezoid, and a supporting rib structure is formed in the center. The vertical rib 3 includes a first bottom plate 31, a first inclined plate 32, a first top plate 33, a first vertical plate 34, a second vertical plate 35, a second top plate 36, a second inclined plate 37, and a second bottom plate 38 in this order. The first bottom plate 31 and the second bottom plate 38 of the vertical rib 3 are connected to the back surface 12 of the panel 1 by welding or the like.

The first bottom plate 31 is connected to the first inclined plate 32, and forms a predetermined angle therebetween. The other end of the first inclined plate 32 is connected to a first top plate 33, and the first top plate 33 and the first bottom plate 31 are parallel to each other. The other end of the first top plate 33 is connected to a first riser 34, perpendicular to each other. The first riser 34 is arranged parallel to and overlapping the second riser 35, both perpendicular to the first floor 31 and/or the second floor 38.

Similarly, the other end of the second vertical plate 35 is connected to the second top plate 36, the other end of the second top plate 36 is connected to the second inclined plate 37, the other end of the second inclined plate 37 is connected to the second bottom plate 38, the second top plate 36 is mirror-symmetrical to the first top plate 33, the second inclined plate 37 is mirror-symmetrical to the first inclined plate 32, and the second bottom plate 38 is mirror-symmetrical to the first bottom plate 31, and the mirror reference is the contact surface of the first vertical plate 34 and the second vertical plate 35. The first bottom plate 31 and the second bottom plate 38 are connected by welding. Preferably, the first bottom plate 31, the first riser 34, the second riser 35, and the second bottom plate 38 are joined together at the same location by a one-time weld.

As shown in fig. 4 (a), the frame 4 includes a first front plate 41, a first inclined plate 42, a first web 43, a second inclined plate 44, a second front plate 45, a first arc plate 46, and a second web 47. The end 411 of the first front plate 41 is connected to the back surface 12 of the panel 1 by welding or the like so that the first front plate 41 is connected perpendicularly to the panel 1. The first front plate 41 is connected to the first inclined plate 42 at a predetermined angle. The other end of the first inclined plate 42 is connected to a first web 43, and the first web 43 is parallel to the first front plate 41. The other end of the first web 43 is connected to a second inclined plate 44 at a predetermined angle to each other. The other end of the second inclined plate 44 is connected to the second front plate 45, and the second front plate 45 is coplanar with the first front plate 41. The other end of the second front plate 45 is connected to a first arc plate 46, the other end of the first arc plate 46 is connected to a second web 47, the arc angle and radius of the first arc plate 46 are such that the second web 47 is parallel to the second front plate 45, and the second web 47 is coplanar with the first web 43. Thus, the second front plate 45, the first arc plate 46, and the second web 47 collectively form a second annular region, as shown by circle K in fig. 4 (a).

As shown in fig. 4 (b), the first web 43 is provided with a lightening hole 431 in the longitudinal direction according to the design requirement. The transverse rib 2 is parallel to the width direction of the panel 1, the end 211 of the first outer vertical plate 21 of the transverse rib 2 is connected with the back surface 12 of the panel 1 by welding or the like, and the first outer vertical plate 21 is perpendicular to the panel 1. The two ends of the transverse rib 2 are connected with the frame 4 by welding and the like. The vertical ribs 3 pass through the relief trapezoid grooves 213 and form a vertical crossing structure with the transverse ribs 2. The length direction of the first annular region J of the transverse rib 2 is parallel to the panel 1, so that the strength of the transverse rib 2 in the length direction can be improved, a gripping position is provided for workers to carry the concrete pouring template, and slipping and scratch are prevented. Moreover, the first annular region J and the second annular region K also provide larger gripping areas for manual handling by workers, and the workers can exert more force during handling.

Both ends of the vertical rib 3 and both ends of the transverse rib 2 are connected with the frame 4 in a welding mode and the like, and the vertical rib 3 passes through the abdicating trapezoid groove 213 to form a vertical cross structure with the transverse rib 2, so that the vertical rib 3 and the transverse rib 2 cross to form a 'well' -shaped structure, and the structural strength of the whole panel is enhanced.

It should be noted that the above embodiments are only examples, and the technical solutions of the embodiments may be combined, which are all within the protection scope of the present utility model.

The concrete pouring form provided by the utility model is described in detail above. Any obvious modifications to the present utility model, without departing from the spirit thereof, would constitute an infringement of the patent rights of the utility model and would take on corresponding legal liabilities.

Claims

1. The safe and easy-to-use concrete pouring template is characterized by comprising a panel, vertical ribs, transverse ribs and a frame; wherein,

2. The concrete placement form of claim 1, wherein:

the transverse rib comprises a first outer vertical plate, a first transverse plate, a first inner web plate and a second transverse plate which are sequentially connected;

the first outer riser, the first cross plate, the first inner web, and the second cross plate form a first annular region.

3. A concrete casting form as claimed in claim 2, wherein:

the first outer vertical plate is connected with one end of the first transverse plate and is perpendicular to the first transverse plate;

4. A concrete casting form as claimed in claim 3, wherein:

the first outer vertical plate is provided with a yielding trapezoid groove along the length direction; the vertical rib passes through the relief trapezoid groove to vertically intersect with the transverse rib.

5. The concrete placement form of claim 4, wherein:

the vertical rib is formed by bending a whole sheet metal, and comprises a first bottom plate, a first inclined plate, a first top plate, a first vertical plate, a second top plate, a second inclined plate and a second bottom plate which are sequentially connected.

6. The concrete placement form of claim 5, wherein:

the second top plate is in mirror symmetry with the first top plate, the second inclined plate is in mirror symmetry with the first inclined plate, the second bottom plate is in mirror symmetry with the first bottom plate, and the mirror reference is the contact surface of the first vertical plate and the second vertical plate.

7. The concrete placement form of claim 6, wherein:

the first vertical plates and the second vertical plates are parallel and overlapped and are perpendicular to the first bottom plate and/or the second bottom plate.

8. The concrete placement form of claim 7, wherein:

the first bottom plate, the first vertical plate, the second vertical plate and the second bottom plate are connected together at the same position through disposable welding.

9. The concrete placement form of claim 8, wherein:

the frame is formed by bending a whole sheet metal and comprises a first front plate, a first inclined plate, a first web plate, a second inclined plate, a second front plate, a first arc plate and a second web plate; the second front plate, the first arc plate, and the second web collectively form a second annular region.

10. The concrete placement form of claim 9, wherein:

the second front plate is coplanar with the first front plate.