CN219138348U

CN219138348U - A template unit for roof capping

Info

Publication number: CN219138348U
Application number: CN202223271973.8U
Authority: CN
Inventors: 陈志刚; 程刘标
Original assignee: Zhejiang 20 Smelter Construction Co ltd; China MCC20 Group Corp Ltd
Current assignee: Zhejiang 20 Smelter Construction Co ltd; China MCC20 Group Corp Ltd
Priority date: 2022-12-06
Filing date: 2022-12-06
Publication date: 2023-06-06
Anticipated expiration: 2032-12-06

Abstract

The utility model relates to the technical field of roof construction, and provides a template unit for roof capping, which comprises a template assembly, wherein the template assembly is provided with: a horizontal template; a main body form obliquely disposed at one end of the horizontal form; the side templates are symmetrically arranged on two sides of the horizontal template and the main body 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 method has the advantages that the side templates and the vertical templates are paved on the sides of the main template and the vertical template respectively, the height of the concrete layer is not higher than that of the side templates and the vertical templates when concrete is poured, the height of the concrete layer is used as the using amount of the concrete layer, and finally the side templates and the vertical templates are used as the standard leveling of the concrete layer to level 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 coagulated.

Description

A template unit for roof capping

Technical Field

The utility model relates to the technical field of roof construction, in particular to a template unit for roof capping.

Background

In the building construction process, foundation needs to be beaten firstly, then a main body frame of a room is constructed, and a pouring cavity with an upward opening is formed. And then, the room is subjected to capping pouring templates through the matching of the pouring templates and the precast slabs, the pouring templates are placed below the gaps between two adjacent precast slabs, the gaps are propped up, and a pouring cavity with an upward opening is formed.

Disclosure of Invention

The utility model aims to solve the technical problem of providing a template unit for roof capping aiming at the current state of the art.

The technical scheme adopted for solving the technical problems is as follows: a form unit for roof capping is presented, comprising: a template assembly, the template assembly having: a horizontal template; a main body form obliquely disposed at one end of the horizontal form; the side templates are symmetrically arranged on two sides of the horizontal template and the main body template along the length direction; the vertical templates are vertically arranged on the opposite sides of the horizontal templates, on which the main body templates are arranged, and construction spaces for injecting concrete layers are formed by surrounding among the horizontal templates, the theme templates, the side templates and the vertical templates;

and the steel bar assembly is paved on the main body template and the horizontal template, and when the construction space is filled with concrete, the concrete layer wraps the steel bar assembly to strengthen the structure of the concrete layer.

In the above-mentioned a form unit for roof capping, the reinforcing bar subassembly includes parallel arrangement's first reinforcing bar net and second reinforcing bar net, the interval distribution has a plurality of supporting shoe between first reinforcing bar net and the second reinforcing bar net.

In the above-mentioned a form unit for roof capping, the first reinforcing bar net with the second reinforcing bar net all includes horizontal reinforcing bar and the longitudinal reinforcement that whole row distributes, horizontal reinforcing bar with longitudinal reinforcement vertical distribution just is fixed through the steel wire.

In the above-mentioned template unit for roof capping, the cross section of supporting shoe is trapezoidal, the up and down terminal surface of supporting shoe all has the place the first standing groove of horizontal reinforcing bar and place the second standing groove of vertical reinforcing bar.

Compared with the prior art, the method has the advantages that the side templates and the vertical templates are paved on the sides of the main template and the vertical template respectively, the height of the concrete layer is not higher than that of the side templates and the vertical templates when concrete is poured, the height of the concrete layer is used as the using amount of the concrete layer, and finally the side templates and the vertical templates are used as the standard leveling of the concrete layer to level 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 coagulated.

Drawings

FIG. 1 is a perspective view of the present application;

fig. 2 is a perspective view of the support.

In the figure, 1, a horizontal template; 2. a main body template; 3. a side form; 4. a vertical template; 5. a first reinforcing mesh; 6. a second reinforcing mesh; 7. horizontal steel bars; 8. longitudinal steel bars; 9. a first placement groove; 10. and a second placing groove.

Detailed Description

The following are specific embodiments of the present utility model and the technical solutions of the present utility model will be further described with reference to the accompanying drawings, but the present utility model is not limited to these embodiments.

As shown in fig. 1 to 2, a form unit for roof capping of the present utility model includes: a template assembly, the template assembly having: a horizontal template 1; a main body form 2 obliquely provided at one end of the horizontal form 1; side templates 3 symmetrically arranged at both sides of the horizontal template 1 and the main body template 2 in the length direction; the vertical templates 4 are vertically arranged on the opposite sides of the horizontal templates 1, on which the main body templates 2 are arranged, and a construction space for injecting concrete layers is formed by surrounding the horizontal templates 1, the theme templates, the side templates 3 and the vertical templates 4; and the steel bar assembly is paved on the main body template 2 and the horizontal template 1, and when the construction space is filled with concrete, the concrete layer wraps the steel bar assembly to strengthen the structure of the concrete layer.

When roof construction, lay horizontal form 1 and main part template 2 in the top of house as the bottom sprag of concrete layer first, after horizontal form 1 and main part template 2 have laid, lay the reinforcing bar subassembly on main part template 2 and horizontal form 1 for strengthen the structural strength of concrete layer after the construction is accomplished, after the reinforcing bar subassembly is laid, lay side form 3 and vertical form 4 respectively in the side of main part template 2 and vertical form 4, and then form the construction space at the top of house, then pour the concrete that will stir in the construction space, use the high quantity as concrete layer of not higher than the high as of side form 3 and vertical form 4 of concrete layer when concrete is pour, finally use side form 3 and vertical form 4 as the reference trowelling concrete layer's that the concrete layer was leveled upper surface, make concrete layer surface smoother-up, and then need not to increase in addition roof leveling process after the concrete layer of house sets. And a plurality of template units can be paved when the roof is larger, so that the condition that the concrete layer is coagulated before the surface is leveled is prevented.

Further, the reinforcing bar subassembly includes parallel arrangement's first reinforcing bar net 5 and second reinforcing bar net 6, and the interval distribution has a plurality of supporting shoe between first reinforcing bar net 5 and the second reinforcing bar net 6, and the setting of double-deck reinforcing bar net can improve concrete layer structural strength.

Further, the first reinforcing mesh 5 and the second reinforcing mesh 6 each comprise horizontal reinforcing bars 7 and longitudinal reinforcing bars 8 which are distributed in a whole row, and the horizontal reinforcing bars 7 and the longitudinal reinforcing bars 8 are vertically distributed and fixed through steel wires.

Further, the cross-section of supporting shoe is trapezoidal, and the up and down terminal surface of supporting shoe all has the first standing groove 9 of placing horizontal reinforcing bar 7 and places the second standing groove 10 of vertical reinforcing bar 8, and the setting of first standing groove 9 and second standing groove 10 can make the laying of first reinforcing bar net 5 and second reinforcing bar net 6 on the template subassembly more stable.

It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present utility model are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.

Furthermore, descriptions such as those referred to herein as "first," "second," "a," and the like are provided for descriptive purposes only and are not to be construed as indicating or implying a relative importance or an implicit indication of the number of features being indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.

In the present utility model, unless specifically stated and limited otherwise, the terms "connected," "affixed," and the like are to be construed broadly, and for example, "affixed" may be a fixed connection, a removable connection, or an integral body; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.

In addition, the technical solutions of the embodiments of the present utility model may be combined with each other, but it is necessary to be based on the fact that those skilled in the art can implement the technical solutions, and when the technical solutions are contradictory or cannot be implemented, the combination of the technical solutions should be considered as not existing, and not falling within the scope of protection claimed by the present utility model.

The specific embodiments described herein are offered by way of example only to illustrate the spirit of the utility model. Those skilled in the art may make various modifications or additions to the described embodiments or substitutions thereof without departing from the scope of the utility model as defined in the accompanying claims.

Claims

1. A form unit for roof capping comprising:

a template assembly, the template assembly having: a horizontal template; a main body form obliquely disposed at one end of the horizontal form; the side templates are symmetrically arranged on two sides of the horizontal template and the main body template along the length direction; the vertical templates are vertically arranged on the opposite sides of the horizontal templates, on which the main body templates are arranged, and construction spaces for injecting concrete layers are formed by surrounding among the horizontal templates, the theme templates, the side templates and the vertical templates;

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 supporting blocks are distributed between the first reinforcement mesh and the second reinforcement mesh at intervals.

3. The formwork unit for roof capping according to claim 2, wherein the first and second reinforcement networks each comprise horizontal and longitudinal reinforcement bars arranged in a row, the horizontal and longitudinal reinforcement bars being vertically arranged and secured by steel wires.

4. A form unit for roof capping as claimed in claim 3 wherein the support blocks have a trapezoidal cross section, and the upper and lower end surfaces of the support blocks each have a first placement groove for placing the horizontal reinforcement and a second placement groove for placing the longitudinal reinforcement.