CN2929026Y - Beam screw square hoop steel bar cage structure - Google Patents

Beam screw square hoop steel bar cage structure Download PDF

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Publication number
CN2929026Y
CN2929026Y CN 200620123670 CN200620123670U CN2929026Y CN 2929026 Y CN2929026 Y CN 2929026Y CN 200620123670 CN200620123670 CN 200620123670 CN 200620123670 U CN200620123670 U CN 200620123670U CN 2929026 Y CN2929026 Y CN 2929026Y
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CN
China
Prior art keywords
hoop
spiro square
spiral shell
beam spiro
base
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Expired - Lifetime
Application number
CN 200620123670
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Chinese (zh)
Inventor
王瑞祯
吴子良
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Ruentex Engineering and Construction Co Ltd
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Ruentex Engineering and Construction Co Ltd
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Priority to CN 200620123670 priority Critical patent/CN2929026Y/en
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Abstract

The utility model discloses a beam stirrup bar structure, the beam stirrup bar structure comprises a first beam stirrup and a second beam stirrup, wherein the first beam stirrup provides complex clearances, the second beam stirrup provides a bond side, a part of the bond site is inserted into the complex clearances of the first beam stirrup and jogs iteratively complex units of beam stirrup, and forms an iterative area.

Description

Beam spiro square hoop reinforcing cage structure
Technical field
The utility model is about a kind of beam stirrup reinforcing cage structure; Particularly, the utility model is about a kind of beam spiro square hoop reinforcing cage structure, and mat combination beam spiro square hoop forms beam stirrup reinforcing cage structure, to promote efficiency of construction.
Background technology
In general steel concrete project organization, be the reinforcement seismic resistance, generally adopt stirrup that reinforcing bar and coagulation fortifield village are done up, so that reinforcing bar still can effectively combine in being subjected to the shake process with concrete.
Traditional beam stirrup structure after preparing earlier a beam stirrup cage and disposing main muscle, is that muscle forms in the top margin colligation of beam stirrup cage.Yet must be noted that to be the angle and the length of muscle and main muscle overlap joint, is the probability that muscle breaks away from main muscle and structure partial destruction to reduce after the beam stirrup structure is shaken.And colligation is that muscle needs more manpower and man-hour, and is more uneconomical when duration and resource-constrained.In addition, be subject to the manufacturing technology and the package technique of spiral stirrup, under reasonably designing, the intensity that single spiral stirrup can provide is still limited.
Novel content
Main purpose of the present utility model is to provide a kind of beam spiro square hoop reinforcing cage structure, and mat combination spiral shell side cuff structure forms beam stirrup reinforcing cage structure, to promote efficiency of construction.
Another purpose of the utility model is to provide a kind of beam spiro square hoop reinforcing cage structure, and the mat combining structure forms beam stirrup reinforcing cage structure, to reduce integrally-built amount of reinforcement.
The utility model beam spiro square hoop reinforcing cage structure comprises first beam spiro square hoop and second beam spiro square hoop, repeatedly connects chimeric formation beam spiro square hoop reinforcing cage structure each other.First beam spiro square hoop wherein, have a plurality of gaps, arranging connection each other by a plurality of first unit spiral shell sides hoop is formed, wherein each first unit spiral shell side hoop comprises a base, a top margin at least, connects this base and a first side of this top margin and a second side that is connected this top margin other end, and the second side also links to each other with the base that binds round inferior one first unit spiral shell side; And second beam spiro square hoop, second beam spiro square hoop comprises an engage side, have a plurality of gaps, arranging connection each other by a plurality of second unit spiral shell sides hoop is formed, each second unit spiral shell side hoop comprises a base at least, one top margin, connect this base and a first side of this top margin and a second side that is connected this top margin other end, the second side also links to each other with the base of inferior one second unit spiral shell side hoop, wherein engage side stretches into a plurality of gaps of first beam spiro square hoop, second beam spiro square hoop part repeatedly connects chimeric with a plurality of first unit spiral shell sides hoop each other, and the base of the base of first beam spiro square hoop and second beam spiro square hoop coincides for being parallel to each other, and forms and to be positioned at one of first beam spiro square hoop and second beam spiro square hoop simultaneously and repeatedly to connect the zone.
The simple declaration of accompanying drawing
Figure 1 shows that beam spiro square hoop reinforcing cage textural association stereogram of the present invention
Figure 2 shows that beam spiro square hoop reinforcing cage textural association of the present invention makes cardon
Fig. 3 a is depicted as beam spiro square hoop reinforcing cage textural association vertical view of the present invention
Fig. 3 b is depicted as beam spiro square hoop reinforcing cage structure vertical view of the present invention
Fig. 3 c is depicted as beam spiro square hoop reinforcing cage structure sectional view of the present invention
The primary clustering symbol description
100 beam spiro square hoop reinforcing cage structures
200 first beam spiro square hoops
The gap of 210 first beam spiro square hoops
211 first gaps
220 first unit spiral shell sides hoop
The base of 221 first beam spiro square hoop unit spiral shell sides hoop
The top margin of 222 first beam spiro square hoop unit spiral shell sides hoop
The first side of 223 first beam spiro square hoop unit spiral shell sides hoop
The second side of 224 first beam spiro square hoop unit spiral shell sides hoop
2211 base mid points
2221 top margin mid points
300 second beam spiro square hoops
310 engage side
311 second beam spiro square hoops partly
The gap of 320 second beam spiro square hoops
321 second gaps
330 second unit spiral shell sides hoop
The base of 331 second beam spiro square hoop unit spiral shell sides hoop
The top margin of 332 second beam spiro square hoop unit spiral shell sides hoop
The first side of 333 second beam spiro square hoop unit spiral shell sides hoop
The second side of 334 second beam spiro square hoop unit spiral shell sides hoop
3311 base mid points
3321 top margin mid points
400 repeatedly connect the zone
410 repeatedly connect the base
420 repeatedly connect top margin
Embodiment
The utility model provides a kind of beam spiro square hoop reinforcing cage structure, and mat combination beam spiro square hoop forms beam stirrup reinforcing cage structure, to promote efficiency of construction and to reduce integrally-built amount of reinforcement.Beam spiro square hoop reinforcing cage structure of the present utility model is preferably and adopts measure-alike first beam spiro square hoop and second beam spiro square hoop, about repeatedly connect chimeric formation beam spiro square hoop reinforcing cage structure.Yet in different embodiment, also can use the beam spiro square hoop of different size, repeatedly connect chimeric formation beam spiro square hoop reinforcing cage structure in response to job specfication and different design requirements.
Shown in the preferred embodiment of Fig. 1, first beam spiro square hoop 200 has a plurality of gaps 210, arranges connection each other by a plurality of first unit spiral shell sides hoop 220 and is formed.Wherein each first unit spiral shell side hoop 220 comprises base 221, top margin 222 at least, connects base 221 and the first side 223 of top margin 222 and the second side 224 that is connected top margin 222 other ends, and second side 224 further connects time base 221 of unit spiral shell side hoop 220.
As shown in Figure 1, the top margin 222 mat second sides 224 of first unit spiral shell side hoop 220 link to each other with the base 221 of inferior unit spiral shell side hoop 220.Shown in the preferred embodiment of Fig. 1, second side 224 links to each other with the base 221 of inferior unit spiral shell side hoop 220 with first side 223 folders, one angle.In this preferred embodiment, the preferable acute angle that is less than 30 degree of angle that second side 224 and first side 223 are folded makes a plurality of units spiral shell stirrup 220 spacing 210 each other between 50 millimeters to 110 millimeters.
As shown in Figure 1, bind round 220 and is preferablely formed by continuity reinforcement(bar) bending a plurality of first unit spiral shell sides that form first beam spiro square hoop 200.Yet in different embodiment, each first unit spiral shell side hoop 220 also can form a plurality of unit spiral shell side hoop group individually, and being engaged with each other in the mode of welding or be spirally connected forms first beam spiro square hoop 200.
Shown in the preferred embodiment of Fig. 1, second beam spiro square hoop 300 comprises an engage side 310, arranging connection each other by a plurality of second unit spiral shell sides hoop 330 is formed, have a plurality of gaps 320, each second unit spiral shell side hoop 330 comprises base 331, top margin 332 at least, connects base 331 and the first side 333 of top margin 332 and the second side 334 that is connected top margin 332 other ends, and second side 334 further connects time base 331 of unit spiral shell side hoop 330.
As shown in Figure 1, the top margin 332 mat second sides 334 of second unit spiral shell side hoop 330 link to each other with the base 331 of inferior unit spiral shell side hoop 330.Shown in the preferred embodiment of Fig. 1, second side 334 links to each other with the base 331 of inferior unit spiral shell side hoop 330 with first side 333 folders, one angle.In this preferred embodiment, the preferable acute angle that is less than 30 degree of angle that second side 334 and first side 333 are folded makes a plurality of second unit spiral shell stirrups 330 spacing 320 each other between 50 millimeters to 110 millimeters.
As shown in Figure 1, bind round 330 and is preferablely formed by continuity reinforcement(bar) bending a plurality of second unit spiral shell sides that form second beam spiro square hoop 300.Yet in different embodiment, each second unit spiral shell side hoop 330 also can form a plurality of unit spiral shell side hoop group individually, and being engaged with each other in the mode of welding or be spirally connected forms second beam spiro square hoop 300.
As shown in Figures 1 and 2, second beam spiro square hoop 300 is preferably with first beam spiro square hoop 200 and has identical sectional area.That is second beam spiro square hoop 300 and first beam spiro square hoop 200 are preferably unidimensional, and the identical aspect ratio of tool.In addition, shown in the preferred embodiment of Fig. 1,220 spacings are bound round by the first adjacent unit spiral shell side first gap 211, and the width that 330 spacings are bound round by the second adjacent unit spiral shell side 321, the first gaps 211, second gap is preferably with the width in second gap 321 and equates.Yet in different embodiment, also can be in response to job specfication and different design requirements and do the elasticity adjustment in second gap 321.
As shown in Figures 1 and 2, the engage side 310 of second beam spiro square hoop 300 stretches into a plurality of gaps 210 of first beam spiro square hoop 200, and second beam spiro square hoop partly 311 repeatedly connects chimericly with a plurality of first unit spiral shell sides hoop 220 each other, and forms and is positioned at one of first beam spiro square hoop 200 and second beam spiro square hoop 300 simultaneously and repeatedly connects zone 400.Shown in the preferred embodiment of Fig. 2 and Fig. 3 a, the engage side 310 of second beam spiro square hoop 300 has a plurality of gaps 320, arranges connection each other by a plurality of unit spiral shell side hoop 330 and is formed.Shown in Fig. 2 and Fig. 3 b, the a plurality of second unit spiral shell sides hoop 330 of second beam spiro square hoop 300 stretches into a plurality of gaps 210 of first beam spiro square hoop 200, repeatedly connects chimeric formation each other with a plurality of first unit spiral shell sides hoop 220 of first beam spiro square hoop 200 and repeatedly connects zone 400.Yet in different embodiment, also can stretch into a plurality of gaps 320 of second beam spiro square hoop 300 by a plurality of first unit spiral shell sides hoop 220 of first beam spiro square hoop 200, repeatedly connect chimeric formation each other with a plurality of second unit spiral shell sides hoop 330 of second beam spiro square hoop 300 and repeatedly connect zone 400.
Shown in Fig. 2 and Fig. 3 b, what connect repeatedly that zone 400 is preferably the base that comprises first beam spiro square hoop 200 and second beam spiro square hoop, 300 bases repeatedly connects base 410, and first beam spiro square hoop, 200 top margins and second beam spiro square hoop 300 repeatedly connect top margin 420.As shown in Figure 2, repeatedly connecing zone 400 is preferably by the second side 334 of the first side 223 of first beam spiro square hoop 200, second beam spiro square hoop 300, repeatedly connects base 410 and repeatedly connect top margin 420 and form jointly.Shown in the preferred embodiment of Fig. 2 and Fig. 3 b, the first side 223 of each first unit spiral shell sides hoop 220 of first beam spiro square hoop 200 connects base 221 and top margins 222, repeatedly connects with the base 331 of second beam spiro square hoop, 300 each second unit spiral shell sides hoop 330 and top margin 332 and is embedded in base mid point 3321 and top margin mid point 3311; The second side 334 of each second unit spiral shell sides hoop 330 of second beam spiro square hoop 300 connects base 331 and top margins 332, repeatedly connects with the base 221 of first beam spiro square hoop, 200 each first unit spiral shell sides hoop 220 and top margin 222 and is embedded in base mid point 2211 and top margin mid point 2221.That is each half side and second beam spiro square hoop, 300 base 331 that repeatedly connects second side 334 that zone 400 is preferably the first side 223 that comprises first beam spiro square hoop 200, second beam spiro square hoop 300, first beam spiro square hoop, 200 bases 221 and top margin 222 are half side with each of top margin 332 one.Yet in different embodiment, repeatedly connect the zone and 400 also can do the elasticity adjustment, that is mat is adjusted the number that second beam spiro square hoop 300 and first beam spiro square hoop 200 repeatedly connect chimeric zone, can satisfy different structural strengths and design requirement in response to different design requirements.
Shown in the sectional drawing of Fig. 3 c, in this preferred embodiment, repeatedly connect base 410 and formed, repeatedly connect top margin 420 and formed by top margin 332 outsides of top margin 222 inboard butt second beam spiro square hoops 300 of first beam spiro square hoop 200 by 221 outsides, base of base 331 inboard butt first beam spiro square hoops 200 of second beam spiro square hoop 300.Yet in different embodiment, also can have the beam stirrup reinforcing cage structure 100 that repeatedly connects zone 400 as Fig. 3 c section around being bent to form by a continuity reinforcement(bar).Beam stirrup reinforcing cage structure 100 of the present utility model, the reinforcing bar that is preferably by same No. number, diameter forms first beam stirrup 200 and second beam stirrup 300.Yet in different embodiment, also can repeatedly connect formed first beam stirrup 200 of reinforcing bar and second beam stirrup 300 of chimeric not jack per line number, diameter, to form beam stirrup reinforcing cage structure 100 in response to different design strengths and demand.
The utility model is described by above-mentioned related embodiment, yet the foregoing description is only for implementing example of the present utility model.Must be pointed out that the embodiment that has disclosed does not limit scope of the present utility model.On the contrary, being contained in the modification of the spirit of claim and scope and equalization is provided with and all is contained in the scope of the present utility model.

Claims (10)

1. a beam spiro square hoop reinforcing cage structure is characterized in that, comprises:
One first beam spiro square hoop, have a plurality of gaps, arranging connection each other by a plurality of first unit spiral shell sides hoop is formed, wherein each first unit spiral shell side hoop comprises a base, a top margin at least, connects this base and a first side of this top margin and a second side that is connected this top margin other end, and the second side also links to each other with the base that binds round inferior one first unit spiral shell side; And
One second beam spiro square hoop, second beam spiro square hoop comprises an engage side, have a plurality of gaps, arranging connection each other by a plurality of second unit spiral shell sides hoop is formed, each second unit spiral shell side hoop comprises a base at least, one top margin, connect this base and a first side of this top margin and a second side that is connected this top margin other end, the second side also links to each other with the base of inferior one second unit spiral shell side hoop, wherein engage side stretches into a plurality of gaps of first beam spiro square hoop, second beam spiro square hoop part repeatedly connects chimeric with a plurality of first unit spiral shell sides hoop each other, and the base of the base of first beam spiro square hoop and second beam spiro square hoop coincides for being parallel to each other, and forms and to be positioned at one of first beam spiro square hoop and second beam spiro square hoop simultaneously and repeatedly to connect the zone.
2. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, the second side of first unit spiral shell side hoop presss from both sides an angle with the first side and is connected time base of unit spiral shell side hoop.
3. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, the second side of second unit spiral shell side hoop presss from both sides an angle with the first side and is connected time base of unit spiral shell side hoop.
4. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, a plurality of first unit spiral shell sides hoop is formed by continuity reinforcement(bar) bending.
5. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, a plurality of second unit spiral shell sides hoop is formed by continuity reinforcement(bar) bending.
6. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, second beam spiro square hoop part repeatedly connects the mid point that is embedded in top margin and base with the top margin and the base of first beam spiro square hoop.
7. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that, repeatedly connects the second side that the zone comprises second beam spiro square hoop, the first side of first beam spiro square hoop, and each of top margin and base is one half side.
8. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that the sectional area of second beam spiro square hoop equates with the sectional area of first beam spiro square hoop.
9. beam spiro square hoop reinforcing cage structure as claimed in claim 1 is characterized in that the first side of first beam spiro square hoop connects the top margin and the base of first beam spiro square hoop, repeatedly connects the mid point that is embedded in top margin and base with top margin and base.
10. beam spiro square hoop reinforcing cage structure as claimed in claim 1, it is characterized in that, adjacent first unit spiral shell side hoop spacing has one first gap, and adjacent second unit spiral shell side hoop spacing has one second gap, and the width in first gap equates with the width in second gap.
CN 200620123670 2006-07-12 2006-07-12 Beam screw square hoop steel bar cage structure Expired - Lifetime CN2929026Y (en)

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Application Number Priority Date Filing Date Title
CN 200620123670 CN2929026Y (en) 2006-07-12 2006-07-12 Beam screw square hoop steel bar cage structure

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Application Number Priority Date Filing Date Title
CN 200620123670 CN2929026Y (en) 2006-07-12 2006-07-12 Beam screw square hoop steel bar cage structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652701A (en) * 2014-12-31 2015-05-27 山东建筑大学 Rectangular-section steel-bar framework with variable-pitch continuous stirrups and forming method of rectangular-section steel-bar framework
CN106193457A (en) * 2016-08-22 2016-12-07 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and installation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652701A (en) * 2014-12-31 2015-05-27 山东建筑大学 Rectangular-section steel-bar framework with variable-pitch continuous stirrups and forming method of rectangular-section steel-bar framework
CN104652701B (en) * 2014-12-31 2017-01-18 山东建筑大学 Forming method of rectangular-section steel-bar framework with variable-pitch continuous stirrups
CN106193457A (en) * 2016-08-22 2016-12-07 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and installation method thereof
CN106193457B (en) * 2016-08-22 2019-07-12 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and its installation method

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CX01 Expiry of patent term

Granted publication date: 20070801

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