CN215859049U - Supporting construction is pour to sloping roof - Google Patents
Supporting construction is pour to sloping roof Download PDFInfo
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- CN215859049U CN215859049U CN202122099987.5U CN202122099987U CN215859049U CN 215859049 U CN215859049 U CN 215859049U CN 202122099987 U CN202122099987 U CN 202122099987U CN 215859049 U CN215859049 U CN 215859049U
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- steel bars
- battens
- fixed rope
- pitched roof
- template
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Abstract
The utility model belongs to the technical field of pitched roof pouring support, and provides a pitched roof pouring support structure which comprises a plurality of battens arranged in parallel at intervals, wherein a plurality of preset reinforcing steel bars are erected above the battens, and the length directions of the preset reinforcing steel bars and the battens are intersected at an angle; still include a plurality of templates and fixed rope, a plurality of via holes have been seted up in the template, fixed rope wears to establish on the via hole, just the one end of fixed rope is around establishing the connection predetermine the reinforcing bar, the other end of fixed rope is connected with the locating part, the template with the top end face of flitch forms jointly and pours the plane. The utility model can avoid damaging battens, and can be convenient for controlling the elevation of the template, thereby being more convenient for construction.
Description
Technical Field
The utility model belongs to the technical field of inclined roof pouring support, and particularly relates to an inclined roof pouring support structure.
Background
At present, when pouring work is performed on an inclined roof, battens (wood rafters) are generally used as supports, the battens are generally arranged in parallel at intervals, and when pouring of a batten upper structure is required, the method in the traditional technology is as follows:
firstly, transverse supports are installed in the space between adjacent battens, but because the height of the battens is usually not high or low, temporary scaffolds are required to be built for installing the transverse supports, and the cost is too high;
secondly, nailing on the side surface of the batten, and then paving a template on the nail; however, the first method will damage the body of the batten, and the second method needs to strictly control the elevation of the nail, otherwise, the surface of the template laid in the later period is not flat, and the nail is transversely nailed into the batten, so that the later-period nail pulling-out operation is very inconvenient.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects in the prior art, the utility model aims to provide a sloping roof pouring support structure which can avoid damages to battens, can control the elevation of a template conveniently and is more convenient to construct.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
a sloping roof pouring support structure comprises a plurality of battens which are arranged in parallel at intervals, wherein a plurality of preset reinforcing steel bars are erected above the battens, and the length directions of the preset reinforcing steel bars are intersected with the length directions of the battens at an angle;
still include a plurality of templates and fixed rope, a plurality of via holes have been seted up in the template, fixed rope wears to establish on the via hole, just the one end of fixed rope is around establishing the connection predetermine the reinforcing bar, the other end of fixed rope is connected with the locating part, the template with the top end face of flitch forms jointly and pours the plane.
Preferably, a pouring space is reserved between the preset steel bars and the top end face of the batten.
Preferably, the steel bar fixing device further comprises a plurality of vertical steel bars, and the vertical steel bars and the preset steel bars are perpendicular to each other.
Preferably, a concrete layer is cast behind the casting plane.
Preferably, the fixing rope is a metal wire.
Preferably, the limiting part is a screw or a steel bar provided with an anti-skid protrusion.
Compared with the prior art, the utility model has the beneficial effects that:
according to the scheme, the preset steel bars are skillfully paved above the battens, and the preset steel bars can be jointly used as the internal structure supporting steel bars of the concrete layer in the later pouring stage; meanwhile, by utilizing the preset steel bars and arranging the through holes on the template, the template can be hung on the preset steel bars and positioned between the two battens by utilizing the fixing ropes, the height of the template can be adjusted more conveniently by a hanging mode, and a pouring plane can be formed on the top end surfaces of the template and the battens at the moment, so that the operation is more convenient, and the cost is convenient to control; in addition, when demolising the later stage, only need cut fixed rope and take off locating part and template can, easy operation and efficiency are higher to can ensure not to harm the flitch, have higher market competition.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
FIG. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic view of the construction process of the present invention from a top view.
FIG. 3 is a schematic diagram of the construction process under the side view of the present invention.
Fig. 4 is a schematic structural diagram of an application example of the present invention.
Wherein:
1-batten, 2-preset steel bars, 21-pouring space, 3-vertical steel bars, 4-templates, 5-fixed ropes, 6-concrete layers and 7-limiting pieces.
Detailed Description
So that the manner in which the above recited objects, features and advantages of the present invention can be understood in detail, a more particular description of the utility model, briefly summarized above, may be had by reference to the embodiments thereof which are illustrated in the appended drawings. In addition, the embodiments and features of the embodiments of the present application may be combined with each other without conflict. In the following description, numerous specific details are set forth to provide a thorough understanding of the present invention, and the described embodiments are merely a subset of the embodiments of the present invention, rather than a complete embodiment. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
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 invention belongs. The terminology used herein in the description of the utility model is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model.
Example 1
As shown in fig. 1 to 4, the present embodiment provides a sloping roof pouring support structure, including a plurality of battens 1 arranged in parallel at intervals, and a base plane is formed on the upper end surfaces of the battens 1; simultaneously, set up a plurality of reinforcing bars 2 of predetermineeing in the top of flitch 1 to make a plurality of predetermine the length direction of reinforcing bar 2 with the length direction of flitch 1 is the angle and intersects, if mutually perpendicular, so that predetermine laying and fixing of reinforcing bar 2.
As a preferable scheme, a pouring space 21 is reserved between the preset steel bar 2 and the top end face of the batten 1, so that the preset steel bar 2 is prevented from being exposed at the bottom of the concrete structure layer during later pouring operation. Further, correspond predetermine reinforcing bar 2 and still be provided with a plurality of vertical reinforcing bar 3, vertical reinforcing bar 3 set up to with predetermine 2 mutually perpendicular settings of reinforcing bar, make by predetermine reinforcing bar 2 and reinforcing bar cage body basis when the post-cast operation can be constituteed to vertical reinforcing bar 3. In a specific application, the predetermined reinforcement 2 and the vertical reinforcement 3 form a base reinforcement layer, and several base reinforcement layers may be disposed to form the final reinforcement cage according to practical situations.
In addition, the formwork structure further comprises a plurality of formworks 4 and fixing ropes 5, wherein the plurality of formworks 4 and the top end face of the batten 1 form a pouring plane together. In the subsequent operation, a concrete layer 6 is further poured on the pouring plane, and the formed reinforcement cage is wrapped in the concrete layer 6.
Still seted up a plurality of via holes on the template 4, fixed rope 5 then wears to establish on the via hole, just the one end of fixed rope 5 is around establishing the connection predetermine reinforcing bar 2, the other end of fixed rope 5 then is connected with locating part 7 to form right template 4 hangs. Preferably, the fixing rope 5 is a metal wire, such as an iron wire.
As a preferable scheme, the limiting member 7 in this embodiment may be configured as a screw or a steel bar with an anti-slip protrusion, so that the fixing rope 5 can be conveniently wound on the limiting member 7, and stable connection and stress are ensured, and meanwhile, material drawing is more convenient, and cost control is further facilitated.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made to the above embodiment according to the technical spirit of the present invention are within the scope of the technical solution of the present invention.
Claims (6)
1. The pitched roof pouring support structure is characterized by comprising a plurality of battens which are arranged in parallel at intervals, wherein a plurality of preset reinforcing steel bars are erected above the battens, and the length directions of the preset reinforcing steel bars are intersected with the length directions of the battens at an angle;
still include a plurality of templates and fixed rope, a plurality of via holes have been seted up in the template, fixed rope wears to establish on the via hole, just the one end of fixed rope is around establishing the connection predetermine the reinforcing bar, the other end of fixed rope is connected with the locating part, the template with the top end face of flitch forms jointly and pours the plane.
2. The pitched roof pouring and supporting structure according to claim 1, wherein a pouring space is reserved between the preset steel bars and the top end face of the batten.
3. The pitched roof pouring and supporting structure according to claim 1 or 2, further comprising a plurality of vertical steel bars, wherein the vertical steel bars are perpendicular to the preset steel bars.
4. A pitched roof casting and supporting structure, as claimed in claim 3, characterized in that after said casting plane there is cast a concrete layer.
5. The pitched roof casting and supporting structure according to claim 1 or 4, wherein the fixing ropes are metal wires.
6. The pitched roof pouring and supporting structure according to claim 5, wherein the limiting member is a screw or a steel bar provided with a non-slip protrusion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122099987.5U CN215859049U (en) | 2021-09-01 | 2021-09-01 | Supporting construction is pour to sloping roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122099987.5U CN215859049U (en) | 2021-09-01 | 2021-09-01 | Supporting construction is pour to sloping roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215859049U true CN215859049U (en) | 2022-02-18 |
Family
ID=80244915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122099987.5U Active CN215859049U (en) | 2021-09-01 | 2021-09-01 | Supporting construction is pour to sloping roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215859049U (en) |
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2021
- 2021-09-01 CN CN202122099987.5U patent/CN215859049U/en active Active
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