CN206722221U - Square type frame column horizontal truss stirrup anti-seismic steel bar cage - Google Patents
Square type frame column horizontal truss stirrup anti-seismic steel bar cage Download PDFInfo
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- CN206722221U CN206722221U CN201621170076.XU CN201621170076U CN206722221U CN 206722221 U CN206722221 U CN 206722221U CN 201621170076 U CN201621170076 U CN 201621170076U CN 206722221 U CN206722221 U CN 206722221U
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- stirrup
- horizontal truss
- triangle
- stirrups
- rectangle
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Abstract
The utility model discloses a kind of square type frame column horizontal truss stirrup anti-seismic steel bar cage, belongs to Seismic Design of Reinforced Concrete Structure technical field.Interfix to form more tied silks of cage structure including more vertical muscle, multiple stirrups and lacing wire and by them, stirrup is divided into the big stirrup of rectangle, the small stirrup of rectangle and triangle u stirrup, every 4 triangle u stirrups form the combination of horizontal truss stirrup, substitute the stirrup of traditional anti-seismic steel bar cage encrypted area；The combination of horizontal truss stirrup is offsetting vertically setting positioned at the disconnected area of vertical muscle with other stirrups and lacing wire.The horizontal truss stirrup formed by triangle u stirrup combines, triangle stability and the strong advantage of truss structure shock resistance are given full play to, while rectangle frame trestle shock resistance is improved, it instead of the encryption stirrup in conventional cryptography area, have the advantages that saving material, anti-seismic performance are good, a kind of new antidetonation rectangular column reinforcement constitution is provided for the house of reinforced concrete structure.
Description
Technical field
It the utility model is related to a kind of frame column steel reinforcement cage that antidetonation is realized with horizontal truss stirrup, especially a kind of square type
Frame column horizontal truss stirrup anti-seismic steel bar cage, belongs to Seismic Design of Reinforced Concrete Structure technical field.
Background technology
Frame-Column of RC Structures is typical antidetonation component, and traditional frame column is mainly encrypted using stirrup
Measure realize antidetonation, stem resists earthquake in a manner of post center pillar and stirrup are encrypted.Although stem is than traditional framework
Post shock resistance is stronger, but the node reinforcement ratio frame column of stem is higher, it is more difficult to construct, therefore cost is higher, in Practical Project,
It is less to use stem.And the ancient building exemplified by being built in the Shanxi Wooden Pagoda at Yingxian County of nearly 70 meters of height of 1056 Christian eras, as a result of
Tangential and radial direction diagonal brace, shock resistance are improved.Up to more than 500 meters of skyscraper of modern times, typically all employs truss
Structure is used for resisting wind-force and seismic shearing.Long-term and substantial amounts of Engineering Projects proves that truss structure has very strong resist
Shake ability.
In order to facilitate construction, the section of frame column typically all uses rectangle, because stirrup is also rectangle, stirrup and shearing side
To parallel, cause shock resistance weaker, though the method encrypted using stirrup, but it is relative for the encrypted area stirrup diameter of antidetonation
Smaller, the anti-seismic performance of frame column still cannot significantly improve.In order to increase the shear resistance of stirrup, it is necessary to improve stirrup
Shape and combination, truss structure can be used, forming horizontal truss stirrup using the stirrup of 4 triangles combines, from
And form a kind of novel earthquake-proof frame column reinforcement constitution.
The content of the invention
The purpose of this utility model is to overcome the deficiency of prior art, there is provided a kind of square type frame column horizontal truss hoop
Muscle anti-seismic steel bar cage arrangement, shock resistance is improved while arrangement of reinforcement is suitably reduced, so as to ensure the safety in house.
For achieving the above object, the utility model proposes a kind of square type frame column horizontal truss stirrup anti-seismic steel bar
Cage, it includes more vertical muscle 1, multiple stirrups 2 and lacing wire 4 and they interfixes to form more tied silks of cage structure
3, stirrup 2 divides to be formed for the big stirrup 2-1 of rectangle, the small stirrup 2-2 of rectangle and triangle u stirrup 2-3, every 4 triangle u stirrups 2-3
Horizontal truss stirrup combines, and substitutes the stirrup of traditional anti-earthquake steel reinforcement cage encrypted area.
Horizontal truss stirrup combination is set offsetting vertically positioned at the disconnected area of vertical muscle, with other stirrups and lacing wire
Put.
The stirrup 2 and lacing wire 4 along the vertical short transverse layered arrangement of muscle 1, i.e., by big stirrup 2-1, the small stirrup 2-2 of rectangle and
Stratification is combined in lacing wire 4, and spacing is generally 100-200mm, is determined with specific reference to being actually needed.
The vertical muscle 1, stirrup 2, lacing wire 4 and for banding fixed tied silk 3 The concrete specification and quantity according to reality
It needs to be determined that.
The horizontal truss stirrup that the utility model is formed by 4 triangle u stirrups combines, and it is stable to have given full play to triangle
Property and the strong advantage of truss structure shock resistance, while rectangle frame trestle shock resistance is improved, instead of conventional cryptography area
Encryption stirrup, it is good to have the advantages that to save material, anti-seismic performance.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model schematic front view.
Fig. 3 is the utility model left view schematic diagram.
Fig. 4 is schematic top plan view of the present utility model.
Fig. 5 is the utility model single horizontal truss stirrup combining structure schematic top plan view.
Fig. 6 is that the utility model indulges muscle and single horizontal truss stirrup combining structure schematic diagram.
In figure：1- indulges muscle, 2- stirrups, the big stirrup of 2-1- rectangles, the small stirrup of 2-2- rectangles, 2-3- triangle u stirrups, 3- bundles
Silk, 4- lacing wires.
Embodiment
Specific embodiment of the present utility model is further described in detail below in conjunction with the accompanying drawings, it is unreceipted in embodiment
Technology or product, be prior art or can by buy obtain conventional products.
Embodiment 1：As shown in figures 1 to 6, this square type frame column horizontal truss stirrup anti-seismic steel bar cage includes 24 vertical muscle 1
（Wherein 4, angle muscle, 6, one middle side part muscle of broadside, there are both sides, narrow 4, one middle side part muscle of side, there are both sides）, multiple stirrups 2 and 10
Individual lacing wire 4 and they are interfixed to form more tied silks 3 of cage structure, stirrup 2 divides for the big stirrup 2-1 of rectangle, rectangle
Small stirrup 2-2 and triangle u stirrup 2-3, every 4 triangle u stirrups 2-3 form the combination of horizontal truss stirrup, instead of traditional antidetonation
The stirrup of steel reinforcement cage encrypted area.Stirrup 2 and lacing wire 4 are set for 10 layers along the vertical short transverse of muscle 1 point（Spacing 200mm）, every layer includes 1
Individual rectangle big stirrup 2-1, the small stirrup 2-2 of 2 rectangles and 1 lacing wire 4；The disconnected area of vertical muscle 1 is provided with 4 floor horizontal truss
Stirrup is combined, and every layer of horizontal truss stirrup combination is formed by 4 triangle u stirrup 2-3, with other stirrups and lacing wire vertical wrong
Open.Vertical muscle 1, big stirrup 2-1, small stirrup 2-2, triangle u stirrup 2-3, each crossover node of lacing wire 4 are consolidated with the colligation of tied silk 3
It is fixed.
By taking the intermediate layer of rectangle frame trestle as an example, its specific binding method is the utility model：First 24 vertical muscle are welded
Indulged in lower floor on muscle（The quantity and diameter of vertical muscle can be adjusted according to Practical Project）, it is then mutually diagonal by stirrup hook
Staggeredly, lacing wire and the interlaced mode of the small stirrup of rectangle are inserted in the big stirrup of rectangle, the small stirrup of rectangle, triangle from the top of vertical muscle
U stirrup.Every layer of pickup big stirrup of 1 rectangle and 2 small stirrups of rectangle use dog and tied silk vertical muscle since the top of vertical muscle
Interfixed with stirrup（The quantity and spacing of stirrup are determined by specific engineering）.In every layer of the disconnected area use 4 three of vertical muscle
Angular stirrup forms the combination of horizontal truss stirrup（The quantity and spacing of horizontal truss stirrup are determined by specific engineering）.Stirrup is tied up
After the completion of bundle, place 10 lacing wires in corresponding position and carry out colligation.
Embodiment 2：As shown in figures 1 to 6, this square type frame column horizontal truss stirrup anti-seismic steel bar cage includes 16 vertical muscle 1
（Wherein 4, angle muscle, 4, one middle side part muscle of broadside, there are both sides, narrow 2, one middle side part muscle of side, there are both sides）, multiple stirrups 2（Root
According to vertical muscle distributing position, lacing wire is not needed under the arrangement of reinforcement）And they interfix and to form more tied silks 3 of cage structure,
Stirrup 2 divides forms water for the big stirrup 2-1 of rectangle, the small stirrup 2-2 of rectangle and triangle u stirrup 2-3, every 4 triangle u stirrups 2-3
Plane frame work stirrup combines, instead of the stirrup of traditional anti-seismic steel bar cage encrypted area.Stirrup 2 is along the vertical short transverse of muscle 1 by 8 layers of setting
（Interlamellar spacing 180mm）, every layer includes the big stirrup 2-1 of 1 rectangle, the small stirrup 2-2 of 1 rectangle；Set in the non-link zone of vertical muscle
The horizontal truss stirrup that haves three layers is combined, and every layer of horizontal truss stirrup combination is formed by 4 triangle u stirrup 2-3, is existed with other stirrups
Offset vertically.Vertical muscle 1, big stirrup 2-1, small stirrup 2-2, triangle u stirrup 2-3 each crossover node are consolidated with the colligation of tied silk 3
It is fixed.
For the utility model by taking the intermediate layer of rectangle frame trestle as an example, method for binding reinforcing steel bars is same as Example 1.
Embodiment 3：As shown in figures 1 to 6, this square type frame column horizontal truss stirrup anti-seismic steel bar cage includes 32 vertical muscle 1
（Wherein 4, angle muscle, 9, one middle side part muscle of broadside, there are both sides, narrow 5, one middle side part muscle of side, there are both sides）, multiple stirrups 2（Root
According to vertical muscle distributing position, lacing wire is not needed under the arrangement of reinforcement）And they interfix and to form more tied silks 3 of cage structure,
Stirrup 2 divides forms water for the big stirrup 2-1 of rectangle, the small stirrup 2-2 of rectangle and triangle u stirrup 2-3, every 4 triangle u stirrups 2-3
Plane frame work stirrup combines, instead of the stirrup of traditional anti-seismic steel bar cage encrypted area.Stirrup 2 is along the vertical short transverse of muscle 1 by 14 layers of setting
（Spacing 150mm）, every layer includes the big stirrup 2-1 of 1 rectangle, the small stirrup 2-2 of 3 rectangles；The non-link zone of vertical muscle is provided with 6
The stirrup combination of layer horizontal truss, every layer of horizontal truss stirrup combination is formed by 4 triangle u stirrup 2-3, with other stirrups perpendicular
To staggering.Vertical muscle 1, big stirrup 2-1, small stirrup 2-2, triangle u stirrup 2-3 each crossover node use the banding fixed of tied silk 3.
For the utility model by taking the intermediate layer of rectangle frame trestle as an example, method for binding reinforcing steel bars is same as Example 1.
Technology contents of the present utility model are described above in conjunction with accompanying drawing, but the scope of protection of the utility model is not
It is limited to the content, can also be not depart from this practicality new in one skilled in the relevant art's possessed knowledge
Technology contents of the present utility model are made a variety of changes on the premise of type objective, it is all the spirit and principles of the utility model it
It is interior, any modification, equivalent substitution and improvements done etc., it should be included within the scope of protection of the utility model.
Claims (2)
1. a kind of square type frame column horizontal truss stirrup anti-seismic steel bar cage, including more vertical muscle（1）, multiple stirrups（2）And lacing wire
（4）And they are interfixed and to form more tied silks of cage structure（3）, it is characterised in that：The stirrup（2）It is divided into square
The big stirrup of shape（2-1）, the small stirrup of rectangle（2-2）With triangle u stirrup（2-3）, every 4 triangle u stirrups（2-3）Form horizontal girder
Frame stirrup combines, and substitutes the stirrup of traditional anti-earthquake steel reinforcement cage encrypted area；The horizontal truss stirrup combination is positioned at the non-of vertical muscle
Bonding pad, setting is being offset vertically with other stirrups and lacing wire.
2. square type frame column horizontal truss stirrup anti-seismic steel bar cage according to claim 1, it is characterised in that：The stirrup
（2）And lacing wire（4）Along vertical muscle（1）Short transverse layered arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621170076.XU CN206722221U (en) | 2016-11-02 | 2016-11-02 | Square type frame column horizontal truss stirrup anti-seismic steel bar cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621170076.XU CN206722221U (en) | 2016-11-02 | 2016-11-02 | Square type frame column horizontal truss stirrup anti-seismic steel bar cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206722221U true CN206722221U (en) | 2017-12-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621170076.XU Expired - Fee Related CN206722221U (en) | 2016-11-02 | 2016-11-02 | Square type frame column horizontal truss stirrup anti-seismic steel bar cage |
Country Status (1)
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| CN (1) | CN206722221U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109235774A (en) * | 2018-09-07 | 2019-01-18 | 昆明理工大学 | A kind of energy consumption column and its construction method |
| CN109610733A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of L-shaped shaped rc columns |
| CN109610729A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of T-shaped shaped rc columns |
| CN109610731A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of cross shaped rc columns |
| CN109667385A (en) * | 2018-12-22 | 2019-04-23 | 广州市天作建筑规划设计有限公司 | A kind of ultrashort column of armored concrete |
| TWI663310B (en) * | 2018-01-03 | 2019-06-21 | 莊國榮 | Double single hook reinforcement method for improving column axial force and column toughness and its finished product |
| CN110485637A (en) * | 2019-07-23 | 2019-11-22 | 马鞍山致青工业设计有限公司 | A kind of high anti-seismic formula building bar cage of achievable fast pouring |
| CN111251414A (en) * | 2020-03-02 | 2020-06-09 | 内蒙古工业大学 | Anti-seismic and anti-corrosion pier column with fiber rib truss hoops and manufacturing method thereof |
| CN111335509A (en) * | 2020-03-09 | 2020-06-26 | 广州大学 | Steel pipe concrete column combined shear wall and construction method |
| CN114934635A (en) * | 2022-06-07 | 2022-08-23 | 西华大学 | Steel bar truss concrete column |
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2016
- 2016-11-02 CN CN201621170076.XU patent/CN206722221U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI663310B (en) * | 2018-01-03 | 2019-06-21 | 莊國榮 | Double single hook reinforcement method for improving column axial force and column toughness and its finished product |
| US10584492B2 (en) | 2018-01-03 | 2020-03-10 | Hsun-Jen Chuang | Double winding reinforcement method and product made by the same |
| CN109235774A (en) * | 2018-09-07 | 2019-01-18 | 昆明理工大学 | A kind of energy consumption column and its construction method |
| CN109610731B (en) * | 2018-12-07 | 2021-03-16 | 中国建筑西北设计研究院有限公司 | Cross reinforced concrete special-shaped column |
| CN109610733A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of L-shaped shaped rc columns |
| CN109610729A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of T-shaped shaped rc columns |
| CN109610731A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of cross shaped rc columns |
| CN109610733B (en) * | 2018-12-07 | 2021-03-16 | 中国建筑西北设计研究院有限公司 | L-shaped reinforced concrete special-shaped column |
| CN109610729B (en) * | 2018-12-07 | 2021-03-16 | 中国建筑西北设计研究院有限公司 | T-shaped reinforced concrete special-shaped column |
| CN109667385A (en) * | 2018-12-22 | 2019-04-23 | 广州市天作建筑规划设计有限公司 | A kind of ultrashort column of armored concrete |
| CN109667385B (en) * | 2018-12-22 | 2021-07-20 | 广州市天作建筑规划设计有限公司 | Reinforced concrete ultra-short column |
| CN110485637A (en) * | 2019-07-23 | 2019-11-22 | 马鞍山致青工业设计有限公司 | A kind of high anti-seismic formula building bar cage of achievable fast pouring |
| CN110485637B (en) * | 2019-07-23 | 2021-07-20 | 马鞍山致青工业设计有限公司 | Can realize high antidetonation formula reinforcing bar cage for building of pouring fast |
| CN111251414A (en) * | 2020-03-02 | 2020-06-09 | 内蒙古工业大学 | Anti-seismic and anti-corrosion pier column with fiber rib truss hoops and manufacturing method thereof |
| CN111251414B (en) * | 2020-03-02 | 2021-04-02 | 内蒙古工业大学 | Anti-seismic and anti-corrosion pier column with fiber rib truss hoops and manufacturing method thereof |
| CN111335509A (en) * | 2020-03-09 | 2020-06-26 | 广州大学 | Steel pipe concrete column combined shear wall and construction method |
| CN114934635A (en) * | 2022-06-07 | 2022-08-23 | 西华大学 | Steel bar truss concrete column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171208 Termination date: 20181102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |