CN201314096Y - Longitudinal groove steel bar - Google Patents

Longitudinal groove steel bar Download PDF

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Publication number
CN201314096Y
CN201314096Y CNU2008202183098U CN200820218309U CN201314096Y CN 201314096 Y CN201314096 Y CN 201314096Y CN U2008202183098 U CNU2008202183098 U CN U2008202183098U CN 200820218309 U CN200820218309 U CN 200820218309U CN 201314096 Y CN201314096 Y CN 201314096Y
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CN
China
Prior art keywords
bar
steel bar
longitudinal groove
utility
model
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2008202183098U
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Chinese (zh)
Inventor
杨桂娟
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Individual
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Individual
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Priority to CNU2008202183098U priority Critical patent/CN201314096Y/en
Application granted granted Critical
Publication of CN201314096Y publication Critical patent/CN201314096Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a longitudinal groove steel bar, which includes grooves longitudinally arranged on a reinforced bar. More than one limit clamp is arranged on the circumference of the reinforced bar, and specifically, limit clamping grooves are arranged at intervals on the reinforced bar, or limit clamping bulges are arranged at intervals on the reinforced bar. The longitudinal groove steel bar has simple structure and reasonable design, and enlarges the contact area of the steel bar and reinforcement stirrups, and mutual limiting function is adopted between the steel bar and reinforcement stirrups. The arrangement of the clamping grooves or the clamping bulges improves the precision of the spacing distances of the reinforcement stirrups, so that the quality of the whole framework of steel reinforcement is improved obviously, and the tolerance of a reinforced concrete structure is enhanced. Therefore, the utility model has a positive effect on the improvement of the resist compression, the bending resistance, shearing resistance and the earthquake resistance of buildings. The groove steel bar of the utility model has high tensile strength, can save raw materials compared with like products, and integrates the advantages of the existing steel bars.

Description

The longitudinal groove reinforcing bar
Technical field
The utility model relates to a kind of longitudinal groove reinforcing bar.
Background technology
At present, construction timber notched bars performance is single, though there is longitudinal groove on its surface, stirrup is lacked necessary force firm condition, i.e. stirrup displacement.When constituting whole cage of reinforcement, notched bars and little, the poor stability of stirrup contact area, when construction operation, easy generation binding is become flexible, tilts, is out of shape; Stirrup density generation error, in whole reinforced concrete structure, stirrup is subjected to force direction simple, brings into play stressed function and has shortcoming, and these problems all are disadvantageous to resistance to compression, tension, bending resistance, shearing resistance and the anti-seismic performance of whole reinforced concrete structure.Therefore, existing groove reinforcing bar only is suitable for and does lacing wire, uses and should not manufacture the concrete reinforcement skeleton.
Summary of the invention
The utility model is intended to overcome the deficiencies in the prior art, and the longitudinal groove reinforcing bar of a kind of tension, bending resistance, antidetonation is provided.
Longitudinal groove reinforcing bar of the present utility model is to have along vertical arrangement groove of muscle bar to constitute on the muscle bar, and the spacing card of one or more is arranged on week at the ring of muscle bar.
As further improvement of the utility model, on the muscle bar, be intervally distributed with spacing draw-in groove.
As further improvement of the utility model, it is protruding to be intervally distributed with spacing card on the muscle bar.
The utility model longitudinal groove reinforcing bar is reasonable in design, simple in structure, strengthened the contact area of reinforcing bar and stirrup, and has limit function each other; In whole reinforced concrete structure, the force firm effect of stirrup is obviously increased; Draw-in groove or block protruding setting and improved stirrup spacing distance accuracy; Make whole cage of reinforcement quality obviously improve, strengthened the reinforced concrete structure tolerance, resistance to compression, bending resistance, shearing resistance and the anti-seismic performance that improves building had positive role.Groove reinforcing bar of the present utility model is the tensile strength height not only, can save material compared with similar products, and integrate existing reinforcing bar advantage.
Description of drawings
Fig. 1 is the structural representation of the utility model longitudinal groove reinforcing bar.
Fig. 2 is the structural representation that the surface of the utility model longitudinal groove reinforcing bar is provided with the cross spacing draw-in groove.
Fig. 3 is that the utility model longitudinal groove reinforcing bar muscle bar surface is provided with the protruding structural representation of card.
The specific embodiment
Embodiment 1
Longitudinal groove reinforcing bar of the present utility model is to have along vertical arrangement groove 2 of muscle bar 1 to constitute on muscle bar 1, at the ring of muscle bar 1 one or more spacing card 3 is arranged on week, as shown in Figure 1.
Embodiment 2
Longitudinal groove reinforcing bar of the present utility model is to have along vertical arrangement groove 2 of muscle bar 1 to constitute on muscle bar 1, is intervally distributed with one or more spacing draw-in groove 4 on week at the ring of muscle bar 1, as shown in Figure 2.
Embodiment 3
Longitudinal groove reinforcing bar of the present utility model is to have along vertical arrangement groove 2 of muscle bar 1 to constitute on muscle bar 1, and being has spacing card protruding 5 being intervally distributed with spacing card protruding 5 on the muscle bar 1 or dividing at interval on groove 2, as shown in Figure 3.

Claims (3)

1, longitudinal groove reinforcing bar is to have along vertical arrangement groove (2) of muscle bar (1) to constitute on muscle bar (1), and the ring that it is characterized in that muscle bar (1) has the spacing card (3) of one or more on week.
2, longitudinal groove reinforcing bar as claimed in claim 1 is characterized in that being intervally distributed with spacing draw-in groove (4) on muscle bar (1).
3, longitudinal groove reinforcing bar as claimed in claim 1 is characterized in that being intervally distributed with spacing card protruding (5) on muscle bar (1).
CNU2008202183098U 2008-09-28 2008-09-28 Longitudinal groove steel bar Expired - Fee Related CN201314096Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202183098U CN201314096Y (en) 2008-09-28 2008-09-28 Longitudinal groove steel bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202183098U CN201314096Y (en) 2008-09-28 2008-09-28 Longitudinal groove steel bar

Publications (1)

Publication Number Publication Date
CN201314096Y true CN201314096Y (en) 2009-09-23

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ID=41125890

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202183098U Expired - Fee Related CN201314096Y (en) 2008-09-28 2008-09-28 Longitudinal groove steel bar

Country Status (1)

Country Link
CN (1) CN201314096Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102031847A (en) * 2010-12-23 2011-04-27 黄聚平 Equilateral triangle prismatic reinforcing bar section

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102031847A (en) * 2010-12-23 2011-04-27 黄聚平 Equilateral triangle prismatic reinforcing bar section

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090923

Termination date: 20100928