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CN214498085U - Welded reinforcing mesh for reinforced concrete - Google Patents

Welded reinforcing mesh for reinforced concrete Download PDF

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Publication number
CN214498085U
CN214498085U CN202023139221.7U CN202023139221U CN214498085U CN 214498085 U CN214498085 U CN 214498085U CN 202023139221 U CN202023139221 U CN 202023139221U CN 214498085 U CN214498085 U CN 214498085U
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China
Prior art keywords
muscle
horizontal
curved
horizontal muscle
lower floor
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CN202023139221.7U
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Chinese (zh)
Inventor
刘雪飞
刘施乐
单佑强
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Zhejiang Zhonglu Metal Co ltd
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Zhejiang Zhonglu Metal Co ltd
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Abstract

The utility model relates to a reinforced concrete technical field specifically is a reinforced concrete is with welding reinforcing bar net, including the horizontal muscle of upper strata, the horizontal muscle of lower floor, first curved muscle, the curved muscle of second and curved muscle support, the horizontal muscle of upper strata and the horizontal muscle of lower floor are four, be provided with a plurality of curved muscle supports between the horizontal muscle of upper strata and the horizontal muscle of lower floor, curved muscle support includes two horizontal muscle and welds a plurality of roots between two horizontal muscle and indulge the muscle, first curved muscle and the curved muscle of second are a plurality of roots, and crisscross distribution between the curved muscle of a plurality of first curved muscle of root and a plurality of roots second between the horizontal muscle of upper strata and the horizontal muscle of lower floor, the utility model discloses guarantee the stability between the horizontal muscle of upper strata and the horizontal muscle of lower floor, and make this reinforcing bar net rack have great bearing capacity.

Description

Welded reinforcing mesh for reinforced concrete
Technical Field
The utility model relates to a reinforced concrete technical field specifically is a reinforced concrete is with welding reinforcing bar net.
Background
The reinforcing steel bar net rack structure is mainly used for pouring concrete or directly used in structures such as roads and bridges, however, the existing reinforcing steel bar net rack structure has numerous problems in the using process, for example, because reinforcing steel bars are flexible, the reinforcing steel bars are longer and are influenced by gravity, the reinforcing steel bar net rack can sink in the middle, so certain limitation can be realized on the span in the building construction, in addition, the structure of the reinforcing steel bar net rack in the current market generally adopts the upper layer and the lower layer to be crisscrossed to be connected in a reinforcing steel bar or steel wire binding mode, the structure of the reinforcing steel bar net rack with the structure is unstable, and the problem exists in the bearing aspect, therefore, the welded reinforcing steel bar net for the reinforced concrete is provided to well solve the defects.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforced concrete is with welding reinforcing bar net to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reinforced concrete is with welding reinforcing bar net, includes the horizontal muscle of upper strata, the horizontal muscle of lower floor, first curved muscle, the curved muscle of second and curved muscle support, the horizontal muscle of upper strata and the horizontal muscle of lower floor are four, the horizontal muscle of upper strata with be provided with a plurality of curved muscle supports between the horizontal muscle of lower floor, curved muscle support includes two horizontal muscle and welds in two a plurality of roots between the horizontal muscle are indulged the muscle, first curved muscle with the curved muscle of second is a plurality of roots, and a plurality of roots first curved muscle and a plurality of roots crisscross distribution is between the horizontal muscle of upper strata and the horizontal muscle of lower floor between the curved muscle of second.
Further, the upper-layer transverse rib, the lower-layer transverse rib, the first bent rib and the second bent rib are welded on the two transverse ribs at the top and the bottom of the bent rib support.
Furthermore, a plurality of longitudinal bars are equidistantly distributed between the two transverse bars, and two ends of the longitudinal bars are respectively welded with the two transverse bars.
Furthermore, it is a plurality of the curved muscle support is followed the horizontal direction equidistance setting of the horizontal muscle of upper strata and the horizontal muscle of lower floor.
Furthermore, a connecting rib is welded and fixed between the corresponding longitudinal ribs on the adjacent rib bending supports.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses, with first curved muscle and the crisscross distribution of second curved muscle and upper strata horizontal muscle and lower floor between the horizontal muscle, and form the triangle stable structure between first curved muscle, second curved muscle and upper strata horizontal muscle and the horizontal muscle of lower floor, this kind of structural stability is the best, has guaranteed the stability between upper strata horizontal muscle and the horizontal muscle of lower floor, and make this reinforcing bar net rack have great bearing capacity;
2. the utility model, by arranging the bent rib bracket, the bent rib bracket provides support for the first bent rib and the second bent rib during the use process, thereby further enhancing the structural strength of the reinforcing steel bar net rack;
3. the utility model discloses, the density degree that first curved muscle and the curved muscle of second were arranged can increase as required or reduce, can carry out reasonable control to whole spatial grid structure's bearing level and cost input like this.
Drawings
Fig. 1 is a schematic view of the overall front view structure of the present invention;
fig. 2 is a schematic view of the overall side structure of the present invention;
in the figure: 1-upper layer transverse bar; 2-lower layer transverse bar; 3-first bending ribs; 4-second bending ribs; 5-bending the rib bracket; 501-transverse ribs; 502-longitudinal ribs; 6-connecting ribs.
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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a welded reinforcement mesh for reinforced concrete comprises an upper-layer transverse bar 1, a lower-layer transverse bar 2, a first bent bar 3, a second bent bar 4 and a bent bar support 5, wherein the upper-layer transverse bar 1 and the lower-layer transverse bar 2 are four, a plurality of bent bar supports 5 are arranged between the upper-layer transverse bar 1 and the lower-layer transverse bar 2, each bent bar support 5 comprises two transverse bars 501 and a plurality of longitudinal bars 502 welded between the two transverse bars 501, the first bent bar 3 and the second bent bar 4 are a plurality of, a plurality of first bent bars 3 and a plurality of second bent bars 4 are distributed between the upper-layer transverse bar 1 and the lower-layer transverse bar 2 in a staggered manner, the upper-layer transverse bar 1, the lower-layer transverse bar 2, the first bent bar 3 and the second bent bar 4 are all welded on the transverse bars 501 at the top and the bottom of the bent bar supports 5, a plurality of longitudinal bars 502 are distributed between the two equidistant transverse bars 501, two ends of the first bent bar 3 and the second bent bar 4 are respectively welded with the two transverse bars 501, and form triangle stable structure between first curved muscle 3, the curved muscle 4 of second and upper strata horizontal muscle 1 and the horizontal muscle 2 of lower floor, this kind of structural stability is best, has guaranteed the stability between upper strata horizontal muscle 1 and the horizontal muscle 2 of lower floor, and makes this reinforcing bar rack have great bearing capacity, and the density degree that first curved muscle 3 and the curved muscle 4 of second were arranged can increase as required or reduce, can carry out reasonable control to whole spatial grid structure's bearing level and cost input like this.
Wherein, a plurality of bent rib brackets 5 are arranged along the horizontal direction equidistance of the upper layer transverse rib 1 and the lower layer transverse rib 2, connecting ribs 6 are welded between the corresponding longitudinal ribs 502 on the adjacent bent rib brackets 5, through the arrangement of the bent rib brackets 5, the bent rib brackets 5 provide support for the first bent rib 3 and the second bent rib 4 in the use process, the structural strength of the reinforcing steel bar net rack is further enhanced, and the connecting ribs 6 can play a role of placing deformation when being compressed to provide better connection,
the working principle is as follows: the utility model discloses in the use, with the crisscross distribution of first curved muscle 3 and the curved muscle 4 of second between 1 and the horizontal muscle 2 of upper strata of horizontal muscle and the horizontal muscle of lower floor, and first curved muscle 3, form triangle stable structure between the curved muscle 4 of second and the horizontal muscle 1 of upper strata and the horizontal muscle 2 of lower floor, this kind of structural stability is best, the stability between the horizontal muscle 1 of upper strata and the horizontal muscle 2 of lower floor has been guaranteed, and make this reinforcing bar rack have great bearing capacity, the density degree that first curved muscle 3 and the curved muscle 4 of second arranged can increase as required or reduce, can rationally control bearing level and the cost input to whole rack structure like this, curved muscle support 5 provides the support for first curved muscle 3 and the curved muscle 4 of second, the structural strength of reinforcing bar rack has further been strengthened.
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 a reinforced concrete is with welding reinforcing bar net, includes horizontal muscle (1) of upper strata, the horizontal muscle (2) of lower floor, first curved muscle (3), the curved muscle of second (4) and curved muscle support (5), its characterized in that: the horizontal muscle (2) of the horizontal muscle (1) of upper strata and lower floor are four, the horizontal muscle (1) of upper strata with be provided with a plurality of curved muscle supports (5) between the horizontal muscle (2) of lower floor, curved muscle support (5) include two horizontal muscle (501) and weld in two muscle (502) are indulged to a plurality of roots between horizontal muscle (501), first curved muscle (3) with curved muscle (4) of second is a plurality of roots, and a plurality of roots first curved muscle (3) and a plurality of roots crisscross distribution is between the horizontal muscle (2) of upper strata and lower floor between the curved muscle (4) of second.
2. The welded reinforcing mat for reinforced concrete according to claim 1, wherein: the upper-layer transverse rib (1), the lower-layer transverse rib (2), the first bent rib (3) and the second bent rib (4) are welded on the two transverse ribs (501) at the top and the bottom of the bent rib support (5).
3. The welded reinforcing mat for reinforced concrete according to claim 1, wherein: a plurality of indulge muscle (502) equidistance and distribute in two between horizontal muscle (501), and both ends respectively with two horizontal muscle (501) welding.
4. The welded reinforcing mat for reinforced concrete according to claim 1, wherein: a plurality of the bent rib bracket (5) is arranged along the horizontal direction equidistance of the upper layer transverse rib (1) and the lower layer transverse rib (2).
5. The welded reinforcing mat for reinforced concrete according to claim 1, wherein: and connecting ribs (6) are welded and fixed between the corresponding longitudinal ribs (502) on the adjacent rib bending brackets (5).
CN202023139221.7U 2020-12-23 2020-12-23 Welded reinforcing mesh for reinforced concrete Active CN214498085U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023139221.7U CN214498085U (en) 2020-12-23 2020-12-23 Welded reinforcing mesh for reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023139221.7U CN214498085U (en) 2020-12-23 2020-12-23 Welded reinforcing mesh for reinforced concrete

Publications (1)

Publication Number Publication Date
CN214498085U true CN214498085U (en) 2021-10-26

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114643641A (en) * 2021-12-28 2022-06-21 杭州电子科技大学 A kind of reinforcement mesh and fixing device for aerated concrete plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114643641A (en) * 2021-12-28 2022-06-21 杭州电子科技大学 A kind of reinforcement mesh and fixing device for aerated concrete plate
CN114643641B (en) * 2021-12-28 2024-04-05 杭州电子科技大学 Reinforcing steel bar net sheet and fixing device for aerated concrete plate

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