阅读说明：本技术 模板及模板系统 (Template and template system ) 是由 赵宇洲 杨志辉 唐栋 于 2021-09-28 设计创作，主要内容包括：一种模板,包括成型壁,用于成型水泥,成型壁具有收容槽,收容槽贯穿成型壁的一侧边。收容槽用于收容反坎,模板与反坎的接触面的宽度不大于成型壁的厚度。上述模板通过成型壁的收容槽收容反坎,且模板与反坎的接触面的宽度不大于成型壁的厚度,免除了在收容槽的槽壁增加边肋的结构,使得模板和反坎的接触降低至接近线接触,进而降低了拆装难度,后续无需暴力拆模,使得模板的变形大量减少,导致模板后期对水泥的成型效果同样得以保证。一种模板系统,包括上述的模板,用于在反坎处浇筑水泥墙。上述模板系统通过上述模板同样实现了提升拆装效率及保证水泥成型效果的目的。(A formwork comprises a forming wall for forming cement, wherein the forming wall is provided with a containing groove, and the containing groove penetrates through one side edge of the forming wall. The accommodating groove is used for accommodating the reverse ridge, and the width of the contact surface of the template and the reverse ridge is not larger than the thickness of the forming wall. Above-mentioned template is acceptd anti-bank through the accepting groove of shaping wall, and the width of the contact surface of template and anti-bank is not more than the thickness of shaping wall, has avoided increasing the structure of side rib at the cell wall of accepting groove for the contact of template and anti-bank reduces to being close the line contact, and then has reduced the dismouting degree of difficulty, and follow-up need not violently the form removal, makes the deformation of template reduce in a large number, leads to the template later stage to guarantee the shaping effect of cement equally. A formwork system comprises the formwork and is used for pouring a cement wall at the position of the reverse ridge. The template system also achieves the purposes of improving the dismounting efficiency and ensuring the cement forming effect through the template.)

1. A form, comprising:

the forming wall is used for forming cement and provided with an accommodating groove, and the accommodating groove penetrates through one side edge of the forming wall;

the accommodating groove is used for accommodating the reverse ridge, the width direction of the contact surface of the template and the reverse ridge is the thickness direction of the forming wall, and the width of the contact surface is not larger than the thickness of the forming wall.

2. The template of claim 1, wherein: the template further comprises a first side wall, wherein the first side wall is perpendicular to the forming wall and is connected with the side edge through which the accommodating groove penetrates.

3. The template of claim 2, wherein: the template further comprises two reinforcing ribs, wherein each reinforcing rib is located on two sides of the containing groove and is connected with the forming wall and the first side wall.

4. The template of claim 3, wherein: the reinforcing rib is in the shape of a right triangle, and the two right-angle sides are respectively connected with the forming wall and the first side wall.

5. The template of claim 1, wherein: the forming wall is rectangular, and the accommodating groove is rectangular.

6. The template of claim 2, wherein: the accommodating groove penetrates through the bottom edge of the forming wall along the thickness direction perpendicular to the forming wall, and the first side wall is connected to the bottom of the forming wall.

7. The template of claim 6, wherein: the template further comprises a top wall and two second side walls, the top wall is connected to the top of the forming wall, the two second side walls are located on two sides of the forming wall respectively, and two ends of the second side walls are connected with the top wall and the first side walls respectively.

8. The template of claim 7, wherein: the first side wall, the second side wall and the top wall are all provided with mounting holes.

9. The template of claim 3, wherein: the shortest distance range between the reinforcing ribs and the edges of the accommodating grooves is 2-5 mm.

10. The utility model provides a template system for pour cement wall in anti-bank department, its characterized in that: the template system comprising a template according to any one of claims 1-9.

Technical Field

The application relates to the field of building production, in particular to a template and a template system.

Background

At present when the wall is built to anti-bank structure department subaerial, often can bury the contact department of the side rib of template and anti-bank in the mortar to stop up the gap and prevent that cement from oozing, nevertheless can glue the side rib with anti-bank surface together after the mortar solidification, thereby make the template be difficult to demolish, simultaneously because the template difficulty of demolishing, the workman is prized off with the fingers and thumb more easily by force, leads to the template to warp easily, and when the template warp the back, the shaping effect also is difficult to guarantee.

Disclosure of Invention

In view of the above, it is desirable to provide a form panel and a form panel system having the form panel, which can be easily assembled and disassembled to improve efficiency.

The embodiment of the application provides a template, including the shaping wall for the shaping cement, the shaping wall has the accepting groove, and the accepting groove runs through a side of shaping wall. The accommodating groove is used for accommodating the reverse ridge, and the width of the contact surface of the template and the reverse ridge is not larger than the thickness of the forming wall.

Above-mentioned template is acceptd anti-bank through the accepting groove of shaping wall, and the width of the contact surface of template and anti-bank is not more than the thickness of shaping wall, has avoided increasing the structure of side rib at the cell wall of accepting groove for the contact of template and anti-bank reduces to being close the line contact, and then has reduced the dismouting degree of difficulty, and follow-up need not violently the form removal, makes the deformation of template reduce in a large number, leads to the template later stage to guarantee the shaping effect of cement equally.

In some embodiments, the mold plate further comprises a first sidewall perpendicular to the molding wall and connected to a side through which the receiving groove extends.

In some embodiments, the form further comprises two ribs, each rib being located on either side of the receiving channel and connecting the forming wall and the first side wall.

In some embodiments, the rib is in the shape of a right triangle, and the two right-angled sides are respectively connected with the adjacent surfaces of the forming wall and the first side wall.

In some embodiments, the forming wall is rectangular and the receiving groove is rectangular.

In some embodiments, the receiving groove extends through a bottom edge of the forming wall, and the first sidewall is connected to a bottom of the forming wall.

In some embodiments, the form further includes a top wall connected to the top of the forming wall and two second side walls respectively located at two sides of the forming wall, and the two ends are respectively connected to the top wall and the first side wall.

In some embodiments, the first side wall, the second side wall and the top wall are provided with mounting holes.

In some embodiments, the shortest distance between the reinforcing rib and the edge of the accommodating groove is 2-5 mm.

An embodiment of the present application further provides a formwork system, including the formwork described above, for casting a concrete wall at the inverted ridge. The template system also achieves the purposes of improving the dismounting efficiency and ensuring the cement forming effect through the template.

Drawings

Fig. 1 is a schematic perspective view of a template and an inverted ridge in an embodiment of the present application.

Fig. 2 is a perspective view of the template of fig. 1.

Description of the main elements

Form 100

Anti-bank 200

Profiled wall 10

Housing groove 10a

First side wall 20

Reinforcing bar 30

Top wall 40

Second side wall 50

Mounting hole 60

Detailed Description

The technical solutions of the present application will be described below with reference to the accompanying drawings in the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present application, but not all embodiments.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. 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 "disposed on" another element, it can be directly on the other element or intervening elements may also be present. The terms "vertical", "horizontal", "left", "right" and the like are used herein for illustrative purposes only.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein in the description of the present application is for the purpose of describing particular embodiments only and is not intended to be limiting of the application. As used herein, the term "or/and" includes any and all combinations of one or more of the associated listed items.

Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. In the following embodiments, features of the embodiments may be combined with each other without conflict.

Referring to fig. 1 and 2, in an embodiment of the present invention, a form 100 is provided for pouring a concrete wall on a sill of a roof. The form 100 includes a contoured wall 10. The forming wall 10 is a plane and is vertically arranged to form a wall surface during pouring. The molding wall 10 has a housing groove 10 a. The receiving groove 10a penetrates one side of the forming wall 10. The receiving groove 10a is used for receiving the inverted ridge 200, so that the formwork 100 can avoid the inverted ridge 200 protruding from the roof, and further a cement wall surface can be poured, and the shape of the receiving groove 10a is the same as the cross-sectional shape of the inverted ridge 200. The width of the contact surface between the mold plate 100 and the counter threshold 200 is not greater than the thickness of the forming wall 10, that is, the contact surface between the mold plate 100 and the counter threshold 200 is only the area of the groove wall of the accommodating groove 10a, and the width of the groove wall of the accommodating groove 10a is the same as the thickness of the forming wall 10, so that the contact surface between the mold plate 100 and the counter threshold 200 is reduced as much as possible. The form 100 eliminates the need to add a side rib to the wall of the receiving groove 10a, thereby preventing the gap between the side rib and the reverse sill 200 from being blocked by mortar, i.e., preventing the side rib from being buried in the mortar. When the mortar template is used, the contact surface of the template 100 and the anti-ridge 200 is close to line contact, so that the disassembly and assembly difficulty is reduced, violent form removal caused by mortar solidification is not needed subsequently, deformation of the template 100 after multiple uses is greatly reduced, and the forming effect of the template 100 on cement in the later period is also ensured.

In some embodiments, form 100 further includes first sidewall 20. The first sidewall 20 is disposed perpendicular to the forming wall 10 and is connected to a side of the forming wall 10 through which the receiving groove 10a penetrates. In the illustrated embodiment, the reversed threshold 200 is located on the ground, so the receiving groove 10a penetrates through the bottom of the forming wall 10 to receive the reversed threshold 200, i.e. the first side wall 20 is the bottom wall of the forming wall 10. In other embodiments, if the reversed threshold 200 is located on a vertical wall surface, the receiving groove 10a penetrates through the side surface of the forming wall 10 to receive the reversed threshold 200, i.e. the first side wall 20 is a side wall of the forming wall 10. If the back threshold 200 is located on the ceiling, the receiving groove 10a penetrates the top of the forming wall 10 to receive the back threshold 200, i.e. the first side wall 20 is the top wall of the forming wall 10. The first sidewall 20 is only connected to the side edge through which the receiving slot 10a passes, and does not extend to the wall of the receiving slot 10a, so as to avoid increasing the contact between the wall of the receiving slot 10a and the flip chip 200.

In some embodiments, form 100 further includes two stiffeners 30, each stiffener 30 being located on either side of pocket 10 a. The reinforcing ribs 30 are used to connect the molding wall 10 and the first side wall 20 to form a surface close to each other, so as to reinforce the welding connection between the molding wall 10 and the first side wall 20, thereby improving the structural strength of the form 100.

In some embodiments, the ribs 30 are right triangular. Two right-angle sides of the reinforcing rib 30 are respectively connected with the adjacent surfaces of the forming wall 10 and the first side wall 20. The two right-angle sides of the reinforcing rib 30 are connected into the shaped wall 10 and the first side wall 20 by welding.

In some embodiments, the forming wall 10 is rectangular, the receiving groove 10a is rectangular, and the cross-sectional shape of the reversed ridge 200 is rectangular. In other embodiments, if the cross-sectional shape of the flip chip 200 is an arc shape, a triangle shape or a trapezoid shape, the receiving grooves 10a may also be an arc shape, a triangle shape or a trapezoid shape with the same shape.

In the illustrated embodiment, form 100 further includes a top wall 40 and two second side walls 50. The top wall 40 is connected to the top of the forming wall 10, and the two second side walls 50 are respectively located at two sides of the forming wall 10, and the upper and lower ends are respectively connected to the top wall 40 and the first side wall 20.

In some embodiments, the first sidewall 20, the second sidewall 50, and the top wall 40 are provided with mounting holes 60. The mounting holes 60 are used to connect other adjacent forms by pins or screws or the like.

In some embodiments, the shortest distance between the stiffener 30 and the edge of the receiving groove 10a is in a range of 2-5 mm, so as to prevent the stiffener 30 from contacting the counter threshold 200 and increase the contact area between the form 100 and the counter threshold 200.

In other embodiments, the wall of the receiving groove 10a may be provided with a flexible material such as foam to flexibly contact the reverse ridge 200, so as to prevent the cement from leaking out during casting.

The above-mentioned template 100 accommodates the anti-bank 20 through the accepting groove 10a of the shaping wall 10, and the width of the contact surface of the template 100 and the anti-bank 200 is not more than the thickness of the shaping wall 10, has avoided increasing the structure of the side rib at the cell wall of the accepting groove 10a, make the contact of the template 100 and the anti-bank 200 reduce to approaching the line contact, and then has reduced the dismouting degree of difficulty, follow-up need not violently to tear down the mould, make the deformation of the template 100 reduce in a large number, lead to the shaping effect of the template 100 later stage to cement to guarantee equally.

In one embodiment, a formwork system (not shown) is provided, which includes a formwork 100 for placing a concrete wall at a sill 200. The template system also achieves the purposes of improving the dismounting efficiency and ensuring the cement forming effect through the template 100.

In addition, those skilled in the art should recognize that the foregoing embodiments are illustrative only, and not limiting, and that appropriate changes and modifications to the foregoing embodiments may be made within the spirit and scope of the present disclosure.