CN206233464U - Square and circular combination anti-earthquake steel reinforcement cage - Google Patents
Square and circular combination anti-earthquake steel reinforcement cage Download PDFInfo
- Publication number
- CN206233464U CN206233464U CN201621171556.8U CN201621171556U CN206233464U CN 206233464 U CN206233464 U CN 206233464U CN 201621171556 U CN201621171556 U CN 201621171556U CN 206233464 U CN206233464 U CN 206233464U
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- steel reinforcement
- reinforcement cage
- vertical muscle
- triangle
- earthquake
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Abstract
The utility model discloses a kind of square and circular combination anti-earthquake steel reinforcement cage, belong to Seismic Design of Reinforced Concrete Structure technical field.It includes many vertical muscle, multiple triangle u stirrups, tie hoop and many tied silks that they interfix（3）, the vertical muscle of a part is fixed into cylinder steel reinforcement cage A by tie hoop and tied silk, and the vertical muscle of another part is fixed into 4 tri-prismoid steel reinforcement cage B by triangle u stirrup and tied silk；4 tri-prismoid steel reinforcement cage B are arranged in the surrounding of cylinder steel reinforcement cage A, are fixedly connected with cylinder steel reinforcement cage A by tied silk, form cuboid steel reinforcement cage.Have the advantages that to save material, convenient construction, antidetonation, for the house of reinforced concrete structure provides a kind of new anti-earthquake reinforcement constitution.
Description
Technical field
The utility model is related to a kind of square and circular combination anti-earthquake steel reinforcement cage, belongs to Seismic Design of Reinforced Concrete Structure skill
Art field.
Background technology
The trees shock resistance of nature is very strong, and main cause is that trunk is cylinder, theoretically, cylinder ratio
Cuboid more saves material, and stress is more reasonable.Reinforced concrete structure center pillar is typical antidetonation component.However, for side
Just construct, traditional post typically makes cuboid, although the post of cuboid takes some earthquake resistant constructions, cause arrangement of reinforcement to be used
Amount is larger, and could not tackle the problem at its root.In order to improve shock resistance while construction material is saved, give full play to
The stronger advantage of cylinder shock resistance, and convenient construction is, it is necessary to seek a kind of novel earthquake-proof post 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 and circular combination anti-earthquake steel
Muscle cage, increases substantially shock resistance, so as to ensure the safety in house while arrangement of reinforcement is reduced.
In order to solve the above technical problems, the utility model provides a kind of square and circular combination anti-earthquake steel reinforcement cage, it is wrapped
Include many vertical muscle 1, multiple triangle u stirrups 2 and tie hoop 4 and they interfix to form many bundles of cage structure
Silk 3, the vertical muscle 1 of a part is fixed into cylinder steel reinforcement cage A by tie hoop 4 and tied silk 3, and the vertical muscle 4 of another part is by triangle hoop
Muscle 2 and tied silk 3 are fixed into 4 tri-prismoid steel reinforcement cage B；4 tri-prismoid steel reinforcement cage B are arranged in cylinder steel reinforcement cage A
Surrounding, be fixedly connected with cylinder steel reinforcement cage A by tied silk 3, formed cuboid steel reinforcement cage.
The triangle u stirrup 2 is placed equidistant along the longitudinal direction of vertical muscle 1.
Preferably, the spacing of the triangle u stirrup 2 is 100-200mm.
Preferably, the spiral of the tie hoop 4 is away from being 100-200mm.
Vertical muscle 1, triangle u stirrup 2, the diameter of tied silk 3 and quantity, and triangle u stirrup 2 spacing and tie hoop 4
Spiral away from, can according to the size of actual concrete reinforcement post and shockproof requirements etc. specifically determine.If actual requirement of engineering is long
The degree cuboid steel reinforcement cage different from width, can obtain required steel reinforcement cage by adjusting the size of triangular prism.
The vertical muscle of a part of the present utility model is fixed into cylinder steel reinforcement cage by tie hoop, and the vertical muscle of another part is by triangle
U stirrup is fixed to form tri-prismoid steel reinforcement cage, and is arranged in the surrounding of cylinder, ultimately forms cuboid steel reinforcement cage, no
But strong and saving material the advantage of cylinder shock resistance is played, and has facilitated construction.With armored concrete can be reduced
The arrangement of reinforcement quantity of rod structure, the advantages of improve shock resistance, be easy to construction.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model schematic front view.
Fig. 3 is schematic top plan view of the present utility model.
In figure：1- indulges muscle, 2- triangle u stirrups, 3- tied silks, 4- tie hoops, A- cylinder steel reinforcement cages, B- tri-prismoids
Steel reinforcement cage.
Specific 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 Figure 1-3：This square and circular combination anti-earthquake steel reinforcement cage includes 28 1,60 three, vertical muscle
2,1 tie hoop 4 of angular stirrup and they interfix to be formed 404 tied silks, 3,4 vertical muscle 1 of cage structure by
Tie hoop 4 and tied silk 3 are fixed into cylinder steel reinforcement cage A, and 24 vertical muscle 4 are fixed into 4 three by triangle u stirrup 2 and tied silk 3
Prism steel reinforcement cage B, every 6 vertical muscle form triangular prism steel reinforcement cage with 15 triangle u stirrups 2 and 78 colligations of tied silk 3；4 three
Prism steel reinforcement cage B is arranged in the surrounding of cylinder steel reinforcement cage A, is fixed by 52 tied silks 3 and cylinder steel reinforcement cage A and connected
Connect, form cuboid steel reinforcement cage.A diameter of 10mm of vertical muscle 1 2.4m high, diameter 18mm, triangle u stirrup and tie hoop 4, three
Angular stirrup 2 is placed equidistant along the longitudinal direction of vertical muscle 1 by 150mm spacing, and the spiral of tie hoop 4 is away from being 150mm.The diameter of vertical muscle
Can be adjusted according to Practical Project with quantity, the diameter of triangle u stirrup, quantity and spacing can be adjusted according to Practical Project
Whole, tie hoop diameter and spacing are determined by structure design teacher.
This it is square with circular combination anti-earthquake steel reinforcement cage by taking intermediate layer as an example, first by 4 vertical muscle be welded on the vertical muscle of lower floor it
On, then tie hoop is inserted on the top from vertical muscle, vertical muscle and tie hoop is interfixed and is formed cylinder steel using tied silk
Muscle cage A；24 vertical muscle are welded on the vertical muscle of lower floor again, triangle u stirrup is inserted in from the top of vertical muscle, make to indulge using tied silk
Muscle and triangle u stirrup interfix to form 4 tri-prismoid steel reinforcement cage B；Tied silk is finally used by 4 tri-prismoid steel reinforcement cage B
Colligation is fixed on the surrounding of cylinder steel reinforcement cage A, forms cuboid steel reinforcement cage combining structure.
Embodiment 2：As Figure 1-3：This square and circular combination anti-earthquake steel reinforcement cage includes 32 1,72 three, vertical muscle
616 tied silks, 3,8 vertical muscle 1 that 2,1 tie hoop 4 of angular stirrup and they interfix to form cage structure are equal
Even distribution is simultaneously fixed into cylinder steel reinforcement cage A by tie hoop 4 and tied silk 3, and 24 vertical muscle 4 are consolidated by triangle u stirrup 2 and tied silk 3
Determine into 4 tri-prismoid steel reinforcement cage B, every 6 vertical muscle form triangular prism steel with 18 triangle u stirrups 2 and 108 colligations of tied silk 3
Muscle cage；4 tri-prismoid steel reinforcement cage B are arranged in the surrounding of cylinder steel reinforcement cage A, by 72 tied silks 3 and cylinder reinforcing bar
Cage A is fixedly connected, and forms cuboid steel reinforcement cage.The diameter of vertical muscle 1 3.6m high, diameter 20mm, triangle u stirrup and tie hoop 4
It is 10mm, triangle u stirrup 2 is placed equidistant along the longitudinal direction of vertical muscle 1 by 200mm spacing, the spiral of tie hoop 4 is away from being 200m.This
Square and circular combination anti-earthquake steel reinforcement cage is by taking intermediate layer as an example, and combination binding method is same as Example 1.
Embodiment 3：As Figure 1-3：This square and circular combination anti-earthquake steel reinforcement cage includes 32 1,84 three, vertical muscle
672 tied silks, 3,8 vertical muscle 1 that 2,1 tie hoop 4 of angular stirrup and they interfix to form cage structure are equal
Even distribution is simultaneously fixed into cylinder steel reinforcement cage A by tie hoop 4 and tied silk 3, and 24 vertical muscle 4 are consolidated by triangle u stirrup 2 and tied silk 3
Determine into 4 tri-prismoid steel reinforcement cage B, every 6 vertical muscle form triangular prism steel with 21 triangle u stirrups 2 and 126 colligations of tied silk 3
Muscle cage；4 tri-prismoid steel reinforcement cage B are arranged in the surrounding of cylinder steel reinforcement cage A, by 84 tied silks 3 and cylinder reinforcing bar
Cage A is fixedly connected, and forms cuboid steel reinforcement cage.The diameter of vertical muscle 1 2.2m high, diameter 16mm, triangle u stirrup and tie hoop 4
It is 8mm, triangle u stirrup 2 is placed equidistant along the longitudinal direction of vertical muscle 1 by 100mm spacing, the spiral of tie hoop 4 is away from being 100mm.This
Square and circular combination anti-earthquake steel reinforcement cage is by taking intermediate layer as an example, and combination binding method is same as Example 1.
Technology contents of the present utility model are described above in conjunction with accompanying drawing, but protection domain of the present utility model is not
It is limited to the content, in the ken that one skilled in the relevant art possesses, this practicality can also be not being departed from newly
Technology contents of the present utility model are made a variety of changes on the premise of type objective, it is all it is of the present utility model spirit and principle it
Interior, any modification, equivalent substitution and improvements done etc. should be included within protection domain of the present utility model.
Claims (4)
1. a kind of square with circular combination anti-earthquake steel reinforcement cage, it is characterised in that：Including many vertical muscle（1）, multiple triangle hoops
Muscle（2）And tie hoop（4）And they interfix to form many tied silks of cage structure（3）, the vertical muscle of a part（1）
By tie hoop（4）And tied silk（3）It is fixed into cylinder steel reinforcement cage（A）, another part indulges muscle（1）By triangle u stirrup（2）With
Tied silk（3）It is fixed into 4 tri-prismoid steel reinforcement cages（B）；4 tri-prismoid steel reinforcement cages（B）It is arranged in cylinder steel reinforcement cage
（A）Surrounding, by tied silk（3）With cylinder steel reinforcement cage（A）It is fixedly connected, forms cuboid steel reinforcement cage.
2. according to claim 1 square with circular combination anti-earthquake steel reinforcement cage, it is characterised in that：The triangle u stirrup
（2）Along vertical muscle（1）Longitudinal direction be placed equidistant.
3. according to claim 2 square with circular combination anti-earthquake steel reinforcement cage, it is characterised in that：The triangle u stirrup
（2）Spacing be 100-200mm.
4. according to claim 1 square with circular combination anti-earthquake steel reinforcement cage, it is characterised in that：The tie hoop
（4）Spiral away from being 100-200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171556.8U CN206233464U (en) | 2016-11-02 | 2016-11-02 | Square and circular combination anti-earthquake steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171556.8U CN206233464U (en) | 2016-11-02 | 2016-11-02 | Square and circular combination anti-earthquake steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233464U true CN206233464U (en) | 2017-06-09 |
Family
ID=58983824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621171556.8U Expired - Fee Related CN206233464U (en) | 2016-11-02 | 2016-11-02 | Square and circular combination anti-earthquake steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233464U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN110258515A (en) * | 2019-06-04 | 2019-09-20 | 广州穗岩土木科技股份有限公司 | A kind of diaphram wall reinforcement cage structure and its construction method |
| CN111441535A (en) * | 2020-04-16 | 2020-07-24 | 中建四局第一建筑工程有限公司 | Special-shaped reinforcement cage structure installed in steel column of conversion layer and construction method of special-shaped reinforcement cage structure |
-
2016
- 2016-11-02 CN CN201621171556.8U patent/CN206233464U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| CN110258515A (en) * | 2019-06-04 | 2019-09-20 | 广州穗岩土木科技股份有限公司 | A kind of diaphram wall reinforcement cage structure and its construction method |
| CN111441535A (en) * | 2020-04-16 | 2020-07-24 | 中建四局第一建筑工程有限公司 | Special-shaped reinforcement cage structure installed in steel column of conversion layer and construction method of special-shaped reinforcement cage structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20181102 |