CN211313089U - Evaporate and press aerated concrete panel net cage - Google Patents
Evaporate and press aerated concrete panel net cage Download PDFInfo
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- CN211313089U CN211313089U CN201921172383.5U CN201921172383U CN211313089U CN 211313089 U CN211313089 U CN 211313089U CN 201921172383 U CN201921172383 U CN 201921172383U CN 211313089 U CN211313089 U CN 211313089U
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Abstract
The utility model discloses an evaporate and press aerated concrete panel net cage, including three reinforcing bar net piece and a plurality of link, the reinforcing bar net piece includes a plurality of horizontal bars and a plurality of perpendicular reinforcing bar, perpendicular cross welding is fixed between horizontal bar and the perpendicular reinforcing bar, three welding groove has been seted up to the lower surface of link, the link is through the horizontal bar welded fastening between three welding groove and the three reinforcing bar net piece. The utility model discloses an above-mentioned isotructure's cooperation has realized when improving welded structure intensity, has reduced the effect of the welded technology degree of difficulty.
Description
Technical Field
The utility model relates to an evaporate and press aerated concrete slab technical field, specifically be an evaporate and press aerated concrete panel net cage frame.
Background
At present, with the increase of buildings such as houses, apartments, offices, teaching hospitals and the like in China, the application of autoclaved aerated concrete slabs is increased, and the autoclaved aerated concrete slabs are widely applied to inner walls, outer walls, floors, roofs and the like of the buildings.
In the application process of the existing autoclaved aerated concrete slab, because the traditional plate net cage frame is low in structural strength and high in processing difficulty, the welding quality is poor, so that the plate is easily tensioned under the influence of temperature and humidity, the wall is deformed, and the wall and the ground are cracked; how to avoid cracking of wall and ground is a technical problem which is difficult to solve for a long time.
In summary, in order to solve the problems of low structural strength and high difficulty of welding process of the conventional plate steel mesh cage, how to improve the conventional steel mesh cage to improve the structural strength and the difficulty of welding process is a problem to be urgently solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an evaporate and press aerated concrete panel net cage possesses when improving welded structure intensity, has reduced the advantage of the welded technology degree of difficulty, and it is low to have solved traditional panel net cage structural strength, problem that the welding technology degree of difficulty is high.
In order to achieve the above object, the utility model provides a following technical scheme: the autoclaved aerated concrete plate cage frame comprises three reinforcing steel bar net pieces and a plurality of connecting frames, wherein the reinforcing steel bar net pieces comprise a plurality of transverse reinforcing steel bars and a plurality of vertical reinforcing steel bars, the transverse reinforcing steel bars and the vertical reinforcing steel bars are perpendicularly and crossly welded and fixed, three welding grooves are formed in the lower surface of the connecting frames, and the connecting frames are welded and fixed through the transverse reinforcing steel bars between the three welding grooves and the three reinforcing steel bar net pieces.
Preferably, the length of the vertical reinforcing steel bar is 470 mm.
Preferably, the vertical steel bars are distributed at equal intervals along the transverse steel bars, and the transverse steel bars are distributed at equal intervals along the vertical steel bars.
Preferably, the connecting frame is a steel structural plate with the length of 80 mm.
Preferably, the welding grooves are distributed at equal intervals.
Compared with the prior art, the beneficial effects of the utility model are as follows:
one, the utility model discloses a set up perpendicular reinforcing bar along equidistant distribution of horizontal bar, equidistant distribution of horizontal bar along perpendicular reinforcing bar. The equidistant distribution makes its atress more even, effectively prevents under the effect of tension, the phenomenon of local deformation appears.
Two, the utility model discloses a set up link and welding groove, a plurality of links connect welded connection with the reinforcing bar net piece that three welding was accomplished into the cylinder mould. And the design of welding groove is utilized, the welded structural strength is effectively improved, and the welding groove plays a certain positioning role, so that the phenomenon that the welding process shakes to shift to influence the welding quality is prevented, and the welding process difficulty is effectively reduced.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic top view of the present invention;
fig. 3 is a schematic side view of the present invention.
In the figure: 1-reinforcing steel bar mesh, 2-transverse reinforcing steel bars, 3-vertical reinforcing steel bars, 4-connecting frames and 5-welding grooves.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, the present invention provides a technical solution: the utility model provides an evaporate and press aerated concrete panel net cage, includes three reinforcing bar net piece 1 and a plurality of link 4, and reinforcing bar net piece 1 includes a plurality of horizontal reinforcement 2 and a plurality of vertical reinforcement 3, and perpendicular cross welded fastening between horizontal reinforcement 2 and the vertical reinforcement 3, three welding groove 5 has been seted up to the lower surface of link 4, and link 4 is through the 2 welded fastening of horizontal reinforcement between three welding groove 5 and the three reinforcing bar net piece 1. The autoclaved aerated concrete slab is widely applied to inner walls, outer walls, floors, roofs and the like of buildings, and the problem that wall deformation and wall surface and ground cracking are caused can be effectively solved by inserting the net cage frame into the autoclaved aerated concrete slab. The transverse steel bars 2 and the vertical steel bars 3 are formed by processing a steel bar straightening and cutting machine, are welded by a mesh welding machine, and are connected and welded into a mesh cage by using a plurality of connecting frames 4 to connect and weld the three welded steel bar meshes 1. And utilize the design of welding groove 5, when effectively improving welded structural strength, and welding groove 5 plays certain positioning action, prevents to take place to rock the skew at welding process, influences welding quality, the effectual welded technology degree of difficulty that has reduced.
Further, the length of the vertical reinforcing bars 3 is 470 mm.
Further, vertical reinforcement 3 is along 2 equidistant distributions of horizontal reinforcement, and horizontal reinforcement 2 is along 3 equidistant distributions of vertical reinforcement. The equidistant distribution makes its atress more even, effectively prevents under the effect of tension, the phenomenon of local deformation appears.
Further, the connecting frame 4 is a steel structural plate with the length of 80 mm.
Further, the three welding grooves 5 are equally spaced. When guaranteeing structural strength, make three reinforcing bar net piece 1's interval keep certain, improved structure stress stability.
The working principle is as follows: when the autoclaved aerated concrete plate mesh cage frame is used, the transverse steel bars 2 and the vertical steel bars 3 are processed by a steel bar straightening and cutting machine, and are welded by a mesh welding machine, and the three welded steel mesh sheets 1 are connected and welded into a mesh cage by using a plurality of connecting frames 4. And utilize the design of welding groove 5, when effectively improving welded structural strength, and welding groove 5 plays certain positioning action, prevents to take place to rock the skew at welding process, influences welding quality, the effectual welded technology degree of difficulty that has reduced.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an evaporate and press aerated concrete panel net cage, its characterized in that: including three reinforcing bar net piece (1) and a plurality of link (4), reinforcing bar net piece (1) includes a plurality of horizontal bars (2) and a plurality of vertical reinforcement (3), perpendicular cross welded fastening between horizontal bar (2) and the vertical reinforcement (3), three welding groove (5) have been seted up to the lower surface of link (4), link (4) are through horizontal bar (2) welded fastening between three welding groove (5) and three reinforcing bar net piece (1).
2. The autoclaved aerated concrete slab mesh cage frame as claimed in claim 1, wherein: the length of the vertical steel bar (3) is 470 mm.
3. The autoclaved aerated concrete slab mesh cage frame as claimed in claim 1, wherein: erect reinforcing bar (3) along horizontal reinforcing bar (2) equidistant distribution, horizontal reinforcing bar (2) are along erecting reinforcing bar (3) equidistant distribution.
4. The autoclaved aerated concrete slab mesh cage frame as claimed in claim 1, wherein: the connecting frame (4) is a steel structure plate with the length of 80 mm.
5. The autoclaved aerated concrete slab mesh cage frame as claimed in claim 1, wherein: the three welding grooves (5) are distributed at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921172383.5U CN211313089U (en) | 2019-07-24 | 2019-07-24 | Evaporate and press aerated concrete panel net cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921172383.5U CN211313089U (en) | 2019-07-24 | 2019-07-24 | Evaporate and press aerated concrete panel net cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211313089U true CN211313089U (en) | 2020-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921172383.5U Active CN211313089U (en) | 2019-07-24 | 2019-07-24 | Evaporate and press aerated concrete panel net cage |
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| CN (1) | CN211313089U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113059682A (en) * | 2021-04-09 | 2021-07-02 | 王利华 | Evaporate and press aerated concrete panel preparation reinforcing bar net piece equipment system |
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2019
- 2019-07-24 CN CN201921172383.5U patent/CN211313089U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113059682A (en) * | 2021-04-09 | 2021-07-02 | 王利华 | Evaporate and press aerated concrete panel preparation reinforcing bar net piece equipment system |
| CN113059682B (en) * | 2021-04-09 | 2022-08-05 | 山东国厦新型建材有限公司 | Evaporate and press aerated concrete panel preparation reinforcing bar net piece equipment system |
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Address after: 471000 Shangcheng sub district office, Yanshi City, Luoyang City, Henan Province (north of dahuashu Village) Patentee after: Luoyang Yanshi Huatai comprehensive utilization building materials Co.,Ltd. Address before: 471000 Shangcheng sub district office, Yanshi City, Luoyang City, Henan Province (north of dahuashu Village) Patentee before: YANSHI HUATAI MULTIPURPOSE UTILIZATION BUILDING MATERIAL CO.,LTD. |