CN214613631U - Reinforced bar binding stiff skeleton capable of being quickly positioned - Google Patents
Reinforced bar binding stiff skeleton capable of being quickly positioned Download PDFInfo
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- CN214613631U CN214613631U CN202120393128.4U CN202120393128U CN214613631U CN 214613631 U CN214613631 U CN 214613631U CN 202120393128 U CN202120393128 U CN 202120393128U CN 214613631 U CN214613631 U CN 214613631U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 230000000712 assembly Effects 0.000 claims abstract description 8
- 238000000429 assembly Methods 0.000 claims abstract description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 11
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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Abstract
The utility model provides a steel bar binding stiff skeleton with rapid positioning, which comprises a plurality of skeleton units, wherein the skeleton units are arranged in parallel; each framework unit comprises two upright rod assemblies and a plurality of positioning rods; the two upright rod components comprise a first upright rod component and a second upright rod component, and the two upright rod components are arranged in parallel; the upright component comprises at least two uprights which are arranged in parallel; one end of the positioning rod is fixedly connected with the first vertical rod assembly, and the other end of the positioning rod is fixedly connected with the second vertical rod assembly; two adjacent framework units are connected with each other through a plurality of chords. The utility model overcomes the complicated problem of strength nature skeleton texture among the prior art, simple structure saves steel when satisfying the bearing needs, can adjust in a flexible way, according to the design of structure construction drawing, corresponding setting satisfies design scene demand, and traditional ligature reinforcing bar compares, and the efficiency of construction is high for quick positioning bar.
Description
Technical Field
The utility model relates to a construction facility technical field, concretely relates to reinforcement strength nature skeleton of quick location.
Background
The stiff skeleton is characterized in that a steel bar and a profile structure are added in a concrete structure for engineering construction to reinforce the structure so as to improve the stress performance, such as a bridge closure section and a part of thin-wall pier column, and the stiff skeleton is added for reinforcement. During construction, in order to ensure that the overall structure size of the steel reinforcement framework conforms to the design drawing, measures such as erecting steel reinforcements are generally adopted to be used as a platform or a support for mounting top-layer steel reinforcements after the bottom-layer steel reinforcements are bound. Because the erection steel bars are adopted for installation, the erection steel bar welding operation needs to be carried out on site, the workload is huge, the construction efficiency is lower, the arrangement is messy after the erection platform is welded, and the stress potential safety hazard is larger.
In order to overcome the defect of low construction efficiency of the traditional steel bar binding in field operation, designers design a corresponding stiff framework in the aspect of controlling the steel bar binding precision of a large-scale member, and the stiff framework plays an important role in the aspects of steel bar fixation, template consolidation and the like, Chinese invention patent 'publication No. CN 104675020A' discloses a stiff framework and a method for controlling the steel bar binding precision of the large-scale member by using the stiff framework, the construction is convenient, the safety performance and the construction efficiency are greatly improved compared with the traditional steel bar binding control process, and the steel bar binding precision of the large-scale concrete member can be effectively controlled.
However, in the existing prefabricated stiff skeleton, a large amount of steel is usually required to be input to process the stiff skeleton in the steel bar construction so as to facilitate the positioning of the steel bars and provide a steel bar installation operation platform, and the problems of complex structure, troublesome operation, low flexibility, small operation space reserved for constructors and the like exist.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforcement strength nature skeleton of quick location to overcome the complicated problem of strength nature skeleton texture among the prior art.
The utility model provides a steel bar binding stiff skeleton with rapid positioning, which comprises a plurality of skeleton units, wherein the skeleton units are arranged in parallel; each framework unit comprises two upright rod assemblies and a plurality of positioning rods; the two upright rod assemblies comprise a first upright rod assembly and a second upright rod assembly, and the two upright rod assemblies are arranged in parallel; the upright rod assembly comprises at least two upright rods, and the two upright rods are arranged in parallel; one end of the positioning rod is fixedly connected with the first vertical rod assembly, and the other end of the positioning rod is fixedly connected with the second vertical rod assembly; two adjacent framework units are connected with each other through a plurality of chords.
Furthermore, the chord member is connected between the first vertical rod component and the second vertical rod component on the two framework units.
Furthermore, the chord member is connected between the first vertical rod component and the first vertical rod component on the two framework units.
Further, the number of the skeleton units is 3.
Furthermore, the end of the chord member is provided with a joint, and the joint is used for fixing the chord member at the crossing position of the positioning rod and the upright rod assembly.
Furthermore, the locating rod is fixedly arranged on the vertical rod assembly, and the fixing mode is welding.
Furthermore, the vertical rod, the positioning rod and the chord are angle steels.
Furthermore, the vertical rods, the positioning rods and the chord members are steel bars.
The utility model discloses reinforcement strength nature skeleton of quick location has following beneficial effect:
the utility model discloses a steel bar binding stiff skeleton with fast positioning, which comprises a plurality of skeleton units, wherein the skeleton units are arranged in parallel; through many chords 4 interconnect between two adjacent skeleton units, overcome the complicated problem of strength nature skeleton texture among the prior art, simple structure saves steel when satisfying the bearing needs, can adjust in a flexible way, according to the design of structure construction drawing, correspondingly sets up strength nature skeleton, satisfies the design scene demand, and quick positioning steel bar compares traditional ligature reinforcing bar, and the efficiency of construction is higher, has guaranteed the steel bar structure size.
In addition to the above-described objects, features and advantages, the present invention has other objects, features and advantages. The present invention will be described in further detail with reference to the drawings.
Drawings
The accompanying drawings, which form a part of the present application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of a steel bar binding stiff skeleton unit for rapid positioning of the present invention;
FIG. 2 is a front view of a steel bar binding stiff skeleton unit of the rapid positioning of the present invention;
FIG. 3 is a schematic view of the chord member connection relationship in an embodiment of the rapidly positioned rebar tying stiffened framework of the present invention;
fig. 4 is a schematic structural diagram of skeleton units of a steel bar binding stiff skeleton for quick positioning in an embodiment of the present invention (including 2 skeleton units);
fig. 5 is a partial enlarged view at I in fig. 4.
Fig. 6 is a schematic structural diagram (including 3 frame units) of a steel bar binding stiff skeleton with fast positioning in another embodiment of the present invention.
Fig. 7 is a schematic structural diagram (including a plurality of frame units) of a steel bar binding stiff frame for quick positioning according to another embodiment of the present invention.
Description of the reference numerals
1. A first upright component; 2. a second upright component; 3. positioning a rod; 4. a chord member; 5. and (4) a joint.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "vertical," "horizontal," "top," "bottom," and the like are used in the orientations and positional relationships indicated in the drawings for the purpose of convenience and simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner, and thus are not to be construed as limiting the present invention.
Fig. 1-7 illustrate some embodiments according to the present invention.
A steel bar binding stiff skeleton capable of being quickly positioned comprises a plurality of skeleton units, wherein the skeleton units are arranged in parallel; each framework unit comprises two upright rod assemblies and a plurality of positioning rods 3; the two vertical rod components comprise a first vertical rod component 1 and a second vertical rod component 2, and the two vertical rod components are arranged in parallel.
The upright rod assembly comprises at least two upright rods, and the two upright rods are arranged in parallel; one end of the positioning rod 3 is fixedly connected with the first vertical rod component 1, and the other end of the positioning rod 3 is fixedly connected with the second vertical rod component 2; two adjacent framework units are connected with each other through a plurality of chords 3.
In one embodiment, the upright assembly comprises three uprights arranged in parallel with each other. Correspondingly, the upright component can also be provided with four or more uprights.
As shown in fig. 3, in an embodiment, one end of the chord 3 is connected to the first upright assembly 1 on two frame units, the other end of the chord 3 is connected to the second upright assembly 2', and the chord 3 is disposed between opposite corners of a quadrangle formed by two positioning rods on the two frame units.
As shown in fig. 4, in one embodiment, the number of the skeleton units is 2. The one end of chord 3 is connected on first pole setting subassembly 1 in two skeleton units, the other end of chord 3 is connected on first pole setting subassembly 1', chord 3 sets up the tetragonal edge that two locating levers on two skeleton units formed.
As shown in fig. 6, in one embodiment, the number of the skeleton units is 3.
As shown in fig. 4 and 5, in one embodiment, the end of the chord 4 is provided with a joint 5, and the joint 5 is used for fixing the chord 4 at the position where the positioning rod 3 and the upright rod assembly cross. Besides, the end of the chord 4 can be bent, coiled or welded, and fixed at the crossing position of the positioning rod 3 and the upright rod component.
Further, the positioning rod 3 is fixedly arranged on the vertical rod in a welding mode.
Further, the vertical rod, the positioning rod 3 and the chord 4 are angle steel.
Further, the vertical rod, the positioning rod 3 and the chord 4 are steel bars.
As shown in fig. 7, in an embodiment, the utility model discloses quick location's reinforcement strength nature skeleton includes that the whole frame is constituteed to the quick location's of a plurality of skeleton units reinforcement strength nature skeleton.
After the stiff skeleton is added, the stiff skeleton has high rigidity, and the steel bars and the template can be fixed on the stiff skeleton, so that the steel bar skeleton is prevented from being wholly tilted and the template is prevented from collapsing.
The utility model discloses reinforcement strength nature skeleton of quick location has following beneficial effect:
to sum up, the steel bar binding stiff skeleton with quick positioning of the utility model comprises a plurality of skeleton units which are arranged in parallel; through many chords 4 interconnect between two adjacent skeleton units, overcome the problem that the structure is complicated among the prior art, simple structure saves steel when satisfying the bearing needs, can adjust in a flexible way, according to the design of structure construction drawing, the corresponding stiff skeleton that sets up satisfies design scene demand, and quick positioning steel bar compares traditional ligature reinforcing bar, and the efficiency of construction is higher, has guaranteed the steel bar structure size.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. A steel bar binding stiff skeleton capable of being quickly positioned is characterized by comprising a plurality of skeleton units, wherein the skeleton units are arranged in parallel; each framework unit comprises two upright rod assemblies and a plurality of positioning rods;
the two upright rod assemblies comprise a first upright rod assembly and a second upright rod assembly, and the two upright rod assemblies are arranged in parallel;
the upright rod assembly comprises at least two upright rods, and the two upright rods are arranged in parallel;
one end of the positioning rod is fixedly connected with the first vertical rod assembly, and the other end of the positioning rod is fixedly connected with the second vertical rod assembly;
two adjacent framework units are connected with each other through a plurality of chords.
2. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the chord members are connected between the first vertical rod assembly and the second vertical rod assembly on the two framework units.
3. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the chord members are connected between the first vertical rod components and the first vertical rod components on the two framework units.
4. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the number of the skeleton units is 3.
5. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the end of the chord member is provided with a joint, and the joint is used for fixing the chord member at the intersection position of the positioning rod and the upright rod.
6. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the locating rod is fixedly welded between the two vertical rods arranged on the vertical rod assembly.
7. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the upright rods, the positioning rods and the chord members are angle steels.
8. A quickly positioned rebar tying stiff skeleton according to claim 1, characterized in that: the upright rods, the positioning rods and the chord members are reinforcing steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120393128.4U CN214613631U (en) | 2021-02-22 | 2021-02-22 | Reinforced bar binding stiff skeleton capable of being quickly positioned |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120393128.4U CN214613631U (en) | 2021-02-22 | 2021-02-22 | Reinforced bar binding stiff skeleton capable of being quickly positioned |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214613631U true CN214613631U (en) | 2021-11-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120393128.4U Active CN214613631U (en) | 2021-02-22 | 2021-02-22 | Reinforced bar binding stiff skeleton capable of being quickly positioned |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214613631U (en) |
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2021
- 2021-02-22 CN CN202120393128.4U patent/CN214613631U/en active Active
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| CP03 | Change of name, title or address |
Address after: 100011 room 906, No.88 C, andingmenwai street, Dongcheng District, Beijing Patentee after: Zhongjiaosangongju Bridge Special Engineering Co.,Ltd. Country or region after: China Address before: 100011 room 906, No.88 C, andingmenwai street, Dongcheng District, Beijing Patentee before: No.6 Engineering Co., Ltd. of CCCC Third Highway Engineering Co.,Ltd. Country or region before: China |