CN115977382A - A template unit for roof capping - Google Patents
A template unit for roof capping Download PDFInfo
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- CN115977382A CN115977382A CN202211557791.9A CN202211557791A CN115977382A CN 115977382 A CN115977382 A CN 115977382A CN 202211557791 A CN202211557791 A CN 202211557791A CN 115977382 A CN115977382 A CN 115977382A
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- template
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- concrete layer
- vertical
- roof
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Abstract
The invention relates to the technical field of roof construction, and provides a template unit for roof capping, which comprises a template component, wherein the template component is provided with: a horizontal template; the main body template is obliquely arranged at one end of the horizontal template; the side templates are symmetrically arranged at two sides of the horizontal template and the main template along the length direction; and the vertical template is vertically arranged on the opposite side of the horizontal template on which the main template is arranged. Compared with the prior art, the invention has the advantages that the side templates and the vertical template are respectively paved at the sides of the main template and the vertical template, the height of the concrete layer is not higher than the height of the side templates and the height of the vertical template as the using amount of the concrete layer when the concrete is poured, and finally the side templates and the vertical template are used as the concrete layer leveling reference for leveling the upper surface of the concrete layer, so that the surface of the concrete layer is smoother, and further, the roof leveling procedure is not required to be additionally added after the concrete layer of a house is condensed.
Description
Technical Field
The invention relates to the technical field of roof construction, in particular to a template unit for roof capping.
Background
In the building construction process, firstly, a foundation needs to be built, then, a main body frame of a room is built, and a pouring cavity with an upward opening is formed. And then the pouring template is placed below the gap between two adjacent prefabricated plates through the matching of the pouring template and the prefabricated plates, the gap is propped, and a pouring cavity with an upward opening is formed.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a template unit for roof capping aiming at the current situation of the prior art.
The technical scheme adopted by the invention for solving the technical problems is as follows: a formwork unit for roof capping is proposed, comprising: a template assembly having: a horizontal template; the main body template is obliquely arranged at one end of the horizontal template; the side templates are symmetrically arranged on two sides of the horizontal template and the main template along the length direction; the vertical template is vertically arranged on the opposite side of the horizontal template on which the main body template is arranged, and the horizontal template, the subject template, the side templates and the vertical template surround to form a construction space for injecting a concrete layer;
and the steel bar assembly is laid on the main body formwork and the horizontal formwork, and when the construction space is filled with concrete, the concrete layer wraps the steel bar assembly to reinforce the structure of the concrete layer.
In the above template unit for roof capping, the steel bar assembly includes a first steel bar mesh and a second steel bar mesh which are arranged in parallel, and a plurality of supporting blocks are distributed between the first steel bar mesh and the second steel bar mesh at intervals.
In the above formwork unit for roof capping, the first reinforcing mesh and the second reinforcing mesh each include horizontal reinforcing bars and longitudinal reinforcing bars distributed in an array, and the horizontal reinforcing bars and the longitudinal reinforcing bars are vertically distributed and fixed by steel wires.
In the above template unit for roof capping, the cross section of the supporting block is trapezoidal, and the upper and lower end faces of the supporting block are respectively provided with a first placing groove for placing the horizontal steel bar and a second placing groove for placing the longitudinal steel bar.
Compared with the prior art, the invention has the advantages that the side templates and the vertical template are respectively paved at the sides of the main template and the vertical template, the height of the concrete layer is not higher than the height of the side templates and the height of the vertical template as the using amount of the concrete layer when the concrete is poured, and finally the side templates and the vertical template are used as the concrete layer leveling reference for leveling the upper surface of the concrete layer, so that the surface of the concrete layer is smoother, and further, the roof leveling procedure is not required to be additionally added after the concrete layer of a house is condensed.
Drawings
FIG. 1 is a perspective view of the present application;
fig. 2 is a perspective view of the support member.
In the figure, 1, a horizontal template; 2. a main body template; 3. a sideform; 4. a vertical template; 5. a first reinforcing mesh; 6. a second reinforcing mesh; 7. horizontal reinforcing steel bars; 8. longitudinal reinforcing steel bars; 9. a first placing groove; 10. and a second placing groove.
Detailed Description
The following are specific embodiments of the present invention and are further described with reference to the drawings, but the present invention is not limited to these embodiments.
As shown in fig. 1 to 2, a formwork unit for roof capping according to the present invention includes: a template assembly having: a horizontal template 1; a main body template 2 which is obliquely arranged at one end of the horizontal template 1; the side templates 3 are symmetrically arranged at two sides of the horizontal template 1 and the main template 2 along the length direction; the vertical template 4 is vertically arranged at the opposite side of the horizontal template 1 provided with the main template 2, and a construction space for injecting a concrete layer is formed by the horizontal template 1, the subject template, the side templates 3 and the vertical template 4 in a surrounding manner; the reinforcing bar subassembly, it is laid on main part template 2 and horizontal template 1, and when the construction space pours into the concrete into, concrete layer parcel reinforcing bar subassembly was used for strengthening concrete layer's structure.
During roof construction, firstly, a horizontal template 1 and a main template 2 are laid at the top of a house to serve as bottom supports of a concrete layer, after the horizontal template 1 and the main template 2 are laid, a steel bar assembly is tiled on the main template 2 and the horizontal template 1 to strengthen the structural strength of the concrete layer after construction is completed, after the steel bar assembly is laid, a side template 3 and a vertical template 4 are respectively laid on the side portions of the main template 2 and the vertical template 4, a construction space is formed at the top of the house, then, the stirred concrete is poured in the construction space, the height of the concrete layer is not higher than that of the side template 3 and the vertical template 4 to serve as the usage amount of the concrete layer during concrete pouring, and finally, the side template 3 and the vertical template 4 serve as the concrete layer leveling reference to level the upper surface of the concrete layer, so that the surface of the concrete layer is smoother, and further, a roof leveling procedure is not needed to be additionally added after the concrete layer of the house is condensed. And a plurality of template units can be paved when the roof is large, so that the condition that the concrete layer is condensed before surface leveling is prevented.
Furthermore, the reinforcing bar assembly comprises a first reinforcing bar net 5 and a second reinforcing bar net 6 which are arranged in parallel, a plurality of supporting blocks are distributed between the first reinforcing bar net 5 and the second reinforcing bar net 6 at intervals, and the structural strength of the concrete layer can be improved by the arrangement of the double-layer reinforcing bar net.
Furthermore, the first mesh reinforcement 5 and the second mesh reinforcement 6 both include horizontal reinforcements 7 and longitudinal reinforcements 8 distributed in an array, and the horizontal reinforcements 7 and the longitudinal reinforcements 8 are vertically distributed and fixed by steel wires.
Further, the cross-section of supporting shoe is trapezoidal, and the upper and lower terminal surface of supporting shoe all has the first standing groove 9 of placing horizontal reinforcing bar 7 and the second standing groove 10 of placing vertical reinforcing bar 8, and the setting up of first standing groove 9 and second standing groove 10 can make first reinforcing bar net 5 and the laying of second reinforcing bar net 6 on the template component more stable.
It should be noted that all directional indicators (such as up, down, left, right, front, and back ...) in the embodiments of the present invention are only used to explain the relative positional relationship between the components, the motion situation, etc. in a specific posture (as shown in the attached drawings), and if the specific posture is changed, the directional indicators are changed accordingly.
Furthermore, descriptions of the present invention as related to "first," "second," "a," etc. are for descriptive purposes only and are not to be construed as indicating or implying relative importance or to imply that the number of technical features indicated is indicative. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise explicitly stated or limited, the terms "connected", "fixed", and the like are to be understood broadly, for example, "fixed" may be fixedly connected, may be detachably connected, or may be integrated; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In addition, the technical solutions in the embodiments of the present invention may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination of technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described may be made by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (4)
1. A formwork unit for roof capping, comprising:
a template assembly having: a horizontal template; the main body template is obliquely arranged at one end of the horizontal template; the side templates are symmetrically arranged on two sides of the horizontal template and the main template along the length direction; the vertical template is vertically arranged on the opposite side of the horizontal template on which the main body template is arranged, and the horizontal template, the subject template, the side templates and the vertical template surround to form a construction space for injecting a concrete layer;
and the steel bar assembly is laid on the main body formwork and the horizontal formwork, and when the construction space is filled with concrete, the concrete layer wraps the steel bar assembly to reinforce the structure of the concrete layer.
2. The formwork unit for roof capping as claimed in claim 1, wherein the reinforcement assembly comprises a first reinforcement mesh and a second reinforcement mesh arranged in parallel, and a plurality of support blocks are spaced between the first reinforcement mesh and the second reinforcement mesh.
3. The formwork unit for roof capping as claimed in claim 2, wherein the first mesh reinforcement and the second mesh reinforcement each comprise horizontal and longitudinal steel bars arranged in an array, the horizontal steel bars being arranged perpendicular to the longitudinal steel bars and fixed by steel wires.
4. The formwork unit for roof capping as claimed in claim 3, wherein the support block has a trapezoidal section, and the upper and lower end surfaces of the support block have a first placing groove for placing the horizontal reinforcing bars and a second placing groove for placing the longitudinal reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211557791.9A CN115977382A (en) | 2022-12-06 | 2022-12-06 | A template unit for roof capping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211557791.9A CN115977382A (en) | 2022-12-06 | 2022-12-06 | A template unit for roof capping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115977382A true CN115977382A (en) | 2023-04-18 |
Family
ID=85969042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211557791.9A Pending CN115977382A (en) | 2022-12-06 | 2022-12-06 | A template unit for roof capping |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115977382A (en) |
-
2022
- 2022-12-06 CN CN202211557791.9A patent/CN115977382A/en active Pending
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