CN219196717U - Template for reinforced concrete horizontal tie beam of masonry infilled wall - Google Patents
Template for reinforced concrete horizontal tie beam of masonry infilled wall Download PDFInfo
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- CN219196717U CN219196717U CN202223540111.0U CN202223540111U CN219196717U CN 219196717 U CN219196717 U CN 219196717U CN 202223540111 U CN202223540111 U CN 202223540111U CN 219196717 U CN219196717 U CN 219196717U
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Abstract
The utility model relates to the technical field of templates for construction engineering reinforced concrete construction, in particular to a template for a masonry infilled wall reinforced concrete horizontal tie beam, which comprises a template main body, wherein the template main body is formed by splicing plates, a waterproof layer is arranged on the surface of the template main body, a vertical fixing device is a strip-shaped object arranged on the inner side of the template main body, the strip-shaped object is connected with the inner side of the template main body and extends to a preset distance from the inner side of the template main body, and the sealing strip is an elastic object and is arranged on the lower surface of the vertical fixing device and is adhered to the lower surface.
Description
Technical Field
The utility model relates to the technical field of templates for construction engineering reinforced concrete construction, in particular to a template for a reinforced concrete horizontal tie beam of a masonry infilled wall.
Background
When a secondary structural wall is built in a high-rise shear wall frame structure, when a building block wall body is built to a certain height, a cast-in-situ reinforced concrete horizontal tie beam is arranged on the wall body so as to ensure the stability of the wall body; the reinforced concrete horizontal tie beam is an important structural member in secondary structural masonry engineering of constructional engineering, is frequently used in building block filling walls in frames or shear wall structures, and mainly plays roles in resisting earthquake and preventing uneven settlement caused by overhigh masonry structure.
The condition that the perpendicularity and flatness of the wall are large due to the fact that the operation space is limited and the like when the secondary structure masonry wall is constructed is easy to occur. The problems that when the reinforced concrete horizontal tie beam is subjected to concrete pouring construction by adopting a conventional template, the template is not tightly contacted with a masonry wall, slurry leakage, concrete pitting and the like are easy to occur, and the overall impression and construction quality of a secondary structure are seriously affected are caused.
Chinese patent publication No. CN209837681U discloses a tool type shaping concrete ring beam formwork structure, which solves the problems of low rigidity of a formwork body, complex formwork supporting process, poor stability of the formwork body, low recycling rate, poor ring beam construction effect and the like in the traditional opposite-pulling screw formwork supporting technology. However, there is still an unavoidable situation in which contact between the form and the masonry wall is not tight.
Therefore, the masonry wall is difficult to be completely smooth, the contact between the template and the masonry wall is not tight, and the phenomena of slurry leakage, concrete pitting surface and the like cannot be effectively avoided.
Disclosure of Invention
Therefore, the utility model provides the template for the reinforced concrete horizontal tie beam of the masonry infilled wall, which is used for reducing or even avoiding slurry leakage between the template and the masonry wall and improving the construction quality and the appearance of the reinforced concrete horizontal tie beam.
In order to achieve the above object, the utility model provides a formwork for a reinforced concrete horizontal tie beam of a masonry infill wall, which comprises a formwork main body, a vertical fixing device and a sealing strip.
The vertical fixing device is a strip-shaped object arranged on the inner side of the template main body, is connected with the inner side of the template main body and extends to a preset distance from the inner side of the template main body, the length of the vertical fixing device is equal to the length of the template main body in the horizontal direction, the direction of the vertical fixing device is consistent with the horizontal direction of the template main body, and the lower surface of the vertical fixing device is vertical to the plane of the inner side of the template main body.
The sealing strip is an elastic object and is arranged on the lower surface of the vertical fixing device and is adhered to the lower surface, and the width of the sealing strip is equal to that of the lower surface of the vertical fixing device; the vertical fixing device can be tightly attached to the upper surface of the masonry wall through extrusion of the sealing strip under the action of the dead weight of the template and the pressure of the concrete, so that the effect of preventing slurry leakage is achieved.
Further, the cross-sectional shape of the vertical fixing device is triangular, fan-shaped, L-shaped or T-shaped.
Further, the template main body is formed by assembling plates, a waterproof layer is arranged on the surface of each plate, and the waterproof layer is tightly attached to the plates.
Further, the side surface of the vertical fixing device connected to the template body should be planar and parallel to the inner side plane of the template body.
Compared with the prior art, the utility model has the beneficial effects that:
1. the vertical fixing device provided by the utility model is used for fixing the template in the vertical direction, so that the displacement of the template in the vertical direction is limited; only need carry out the fixed of horizontal direction when the template is installed, the installation of being convenient for more.
2. The vertical fixing device and the sealing strip provided by the utility model can effectively reduce or even avoid slurry leakage between the template and the masonry wall, and improve the construction quality and the appearance of the concrete horizontal tie beam.
Drawings
FIG. 1 is a schematic cross-sectional view of the overall structure of a formwork for masonry infill wall reinforced concrete horizontal tie beams of the present utility model;
FIG. 2 is a schematic cross-sectional view of a vertical fixture in a form for a reinforced concrete horizontal tie beam for masonry infill walls in accordance with the present utility model;
FIG. 3 is a schematic view of the utility model after the formwork for masonry infill wall reinforced concrete horizontal tie beams is installed;
in each legend: the concrete horizontal beam-forming system comprises a 1-template main body, a 2-vertical fixing device, a 3-sealing strip, a 4-template clamping device, 5-square timber, a 6-concrete horizontal beam, 7-square timber and 8-masonry walls.
Detailed Description
In order that the objects and advantages of the utility model will become more apparent, the utility model will be further described with reference to the following examples; it should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Preferred embodiments of the present utility model are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are merely for explaining the technical principles of the present utility model, and are not intended to limit the scope of the present utility model.
It should be noted that, in the description of the present utility model, terms such as "upper," "lower," "left," "right," "inner," "outer," and the like indicate directions or positional relationships based on the directions or positional relationships shown in the drawings, which are merely for convenience of description, but do not indicate or imply that the apparatus or element must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Furthermore, it should be noted that, in the description of the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" 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 can be understood by those skilled in the art according to the specific circumstances.
The template for the reinforced concrete horizontal tie beam of the masonry infilled wall in the embodiment of the utility model comprises
The template main body is formed by splicing plates, the material of the template main body has certain strength, hardness and wear resistance, a waterproof layer is arranged on the surface of the plate, the size of the waterproof layer is consistent with that of the plate, and the waterproof layer is tightly attached to the plate;
the vertical fixing device is a strip-shaped object arranged on the inner side of the template main body, is connected with the inner side of the template main body and extends to a preset distance from the inner side of the template main body, the length of the vertical fixing device is equal to the length of the template main body in the horizontal direction, the direction of the vertical fixing device is consistent with the horizontal direction of the template main body, and the lower surface of the vertical fixing device is vertical to the plane of the inner side of the template main body;
the sealing strip is an elastic object, is arranged on the lower surface of the vertical fixing device and is adhered to the lower surface, and the width of the sealing strip is equal to that of the lower surface of the vertical fixing device.
In one implementation mode of the embodiment of the utility model, the template main body plate adopts plywood, the vertical fixing device adopts wood as a processing material, the cross section of the vertical fixing device is an equilateral right triangle, a plane where one right-angle side of the triangle is bonded with the template main body by using industrial glue, the plane where the other right-angle side is perpendicular to the template main body as the lower surface, and a waterproof layer is arranged on the plane where the bevel edge is located. The sealing strip adopts a rubber sealing strip, and is adhered to the lower surface of the vertical fixing device by industrial glue. The bonding of the template body, the sealing strip and the vertical fixing device should be reliable and firm so as to ensure that the vertical fixing device or the sealing strip cannot slide or fall off during transportation and use of the template.
Preferred embodiments of the present utility model are described below with reference to the accompanying drawings.
The masonry wall of a secondary structure is constructed to a preset elevation, the horizontal tie beam steel bars are bound, the template for the masonry filler wall reinforced concrete horizontal tie beam is adopted to carry out the concrete pouring construction of the horizontal tie beam, and the use flow is as follows:
the template processing, please refer to fig. 1-2, a template for masonry infilled wall reinforced concrete horizontal tie beam, comprising a template main body 1, a vertical fixing device 2 and a sealing strip 3;
the shape and the size of the template main body 1 are required to meet the requirements of the scheme, the surface of the template is required to be clean and free from damage, and oil stains, paint stains and the like are required to be cleaned before use;
the height of the formwork and the position of the vertical fixing device 2 are selected according to the height of the concrete horizontal tie beam, and the vertical fixing device 2 is reliably connected to the corresponding position on the formwork main body 1; a sealing strip 3 is arranged at the bottom of the vertical fixing device 2.
In an embodiment of the present utility model, the vertical fixation device may employ any of the cross-sectional mechanisms shown in fig. 2.
The template is installed and fixed, please refer to fig. 3, the surface of the template is cleaned before use, and a release agent is coated; the templates are arranged at two sides of the masonry wall 8, so that the lower surface of the vertical fixing device 2 is parallel to the upper surface of the masonry wall 8, the sealing strip 3 is tightly attached to the upper surface of the masonry wall 8, and the placing position of the templates is correct; the template clamping device 4, the square timber 5 and the square timber 7 are adopted for fixing the template, so that the template is tightly attached to the surface of the masonry wall, and meanwhile, the size of an upper opening of the template is ensured to meet the design requirement.
And (3) pouring concrete of the horizontal tie beam, namely pouring concrete of the horizontal tie beam 6 according to the construction requirements of the concrete structure.
And (3) removing the formwork, removing the formwork after the concrete reaches the strength of removing the formwork, cleaning the formwork, and stacking the formworks in a concentrated mode.
Thus far, the technical solution of the present utility model has been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of protection of the present utility model is not limited to these specific embodiments. Equivalent modifications and substitutions for related technical features may be made by those skilled in the art without departing from the principles of the present utility model, and such modifications and substitutions will be within the scope of the present utility model.
The foregoing is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model; various modifications and variations of the present utility model will be apparent to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (4)
1. The utility model provides a template for brickwork infilled wall reinforced concrete level tie beam, includes the template main part, its characterized in that still includes:
the vertical fixing device is a strip-shaped object arranged on the inner side of the template main body, is connected with the inner side of the template main body and extends to a preset distance from the inner side of the template main body, the length of the vertical fixing device is equal to the length of the template main body in the horizontal direction, the direction of the vertical fixing device is consistent with the horizontal direction of the template main body, and the lower surface of the vertical fixing device is vertical to the plane of the inner side of the template main body;
the sealing strip is an elastomer, is arranged on the lower surface of the vertical fixing device and is adhered to the lower surface, and the width of the sealing strip is equal to that of the lower surface of the vertical fixing device.
2. The form panel for masonry infill wall reinforced concrete horizontal tie beams of claim 1, wherein the cross-sectional shape of the vertical fixing means is triangular, fan-shaped, L-shaped or T-shaped.
3. The form panel for masonry infilled wall reinforced concrete horizontal tie beams according to claim 2, wherein the form panel body is assembled from plates, and the surfaces of the plates are provided with a waterproof layer, and the waterproof layer is tightly attached to the plates.
4. A form for masonry infill wall reinforced concrete horizontal tie beams according to claim 2, wherein the side surfaces of said vertical fixing means to which said form body is attached should be planar and parallel to the plane of the inside of said form body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223540111.0U CN219196717U (en) | 2022-12-29 | 2022-12-29 | Template for reinforced concrete horizontal tie beam of masonry infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223540111.0U CN219196717U (en) | 2022-12-29 | 2022-12-29 | Template for reinforced concrete horizontal tie beam of masonry infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219196717U true CN219196717U (en) | 2023-06-16 |
Family
ID=86716089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223540111.0U Active CN219196717U (en) | 2022-12-29 | 2022-12-29 | Template for reinforced concrete horizontal tie beam of masonry infilled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219196717U (en) |
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2022
- 2022-12-29 CN CN202223540111.0U patent/CN219196717U/en active Active
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