CN202430900U - Lattice type component structural concrete column - Google Patents
Lattice type component structural concrete column Download PDFInfo
- Publication number
- CN202430900U CN202430900U CN201220027735XU CN201220027735U CN202430900U CN 202430900 U CN202430900 U CN 202430900U CN 201220027735X U CN201220027735X U CN 201220027735XU CN 201220027735 U CN201220027735 U CN 201220027735U CN 202430900 U CN202430900 U CN 202430900U
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- frame
- concrete column
- component
- structural concrete
- vertical
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Abstract
The utility model discloses a lattice type component structural concrete column which comprises a component frame, wherein the component frame is arranged in the concrete column; the component frame has a cuboid truss structure; each vertical surface of the component frame is composed of two adjacent fixed long brackets; each of the fixed long brackets is composed of a plurality of vertical components which are connected in turn; the vertical components of all the fixed long brackets are same in quantity; specifically, the quantity of the vertical components of each of the fixed long brackets is not less than four; end parts of two horizontally adjacent vertical components are connected through a horizontal component; a plurality of rectangular frames which are connected in turn are formed on each vertical surface of the component frame; and meanwhile, an inclined component is arranged in each of the rectangular frames. A component structure is combined with an original structure in the lattice type component structural concrete column, so that the weight of the original concrete column is effectively reduced while the strength is not reduced, the concrete column is conveniently constructed during the production process, the cost is effectively saved and the practical applicability is better.
Description
Technical field
The utility model relates to technical field of buildings, concrete relates to a kind of latticed members structural concrete post.
Background technology
In the building field, conventional concrete column is the solid construction of perfusion, and its cost is high, and weight is big, and dismounting is also inconvenient, is unfavorable for carrying out smoothly site work, and under extensive widely used situation, also can causes a lot of cost expenses.
The utility model content
The purpose of the utility model is to solve the problem that exists in the prior art, provides a kind of practical function better latticed members structural concrete post.
The utility model is achieved through following technical scheme:
A kind of latticed members structural concrete post comprises being arranged on the inner member frame of concrete column that member frame is the cuboid trussed construction.
Each vertical surface of member frame is formed by two adjacent fixed length framves, wherein each fixed length frame a plurality of vertical members compositions identical and continuous successively by quantity.Concrete, the quantity of the vertical member in each fixed length frame is no less than four.
All join between the end of two vertical members that the left and right sides is adjacent, make each vertical surface of member frame all form a plurality of rectangle frames that link to each other successively through a horizontal member.
Simultaneously, be provided with an oblique member in each rectangle frame, the two ends of oblique member link to each other with any diagonal angle of the rectangle frame at its place respectively.
Connected mode in neighbouring or the rectangle frame that the left and right sides is adjacent between the set oblique member is different.
In the production, can firmly reach fixing through modes such as welding between above-mentioned vertical member, horizontal member and the oblique member.
In addition, oblique member comprises concrete cylindrical and is located at the reinforcing bar in the concrete cylindrical.Wherein the quantity of reinforcing bar is one or more, and reinforcing bar symmetry in concrete cylindrical is placed.
The usefulness of the utility model is:
The utility model adopts element structure to combine with original structure, has effectively alleviated the weight of original concrete column, and not than weak intensity, convenient aborning enforcement can effectively be saved cost, possesses preferable practicality.
Description of drawings
To combine embodiment and accompanying drawing that the utility model is done further to describe in detail below:
Fig. 1 is the structural representation of the member frame of the utility model;
Fig. 2 is the cross-sectional view of the oblique member of the utility model.
The specific embodiment
For the purpose, technical scheme and the advantage that make the utility model is clearer,, the utility model is further elaborated below in conjunction with accompanying drawing and embodiment.Should be appreciated that specific embodiment described herein only in order to explanation the utility model, and be not used in qualification the utility model.
Like Fig. 1～shown in Figure 2 a kind of latticed members structural concrete post, comprise being arranged on the inner member frame 4 of concrete column that member frame 4 is the cuboid trussed construction for the preferred embodiment that can be used as the utility model.In actual the use, the concrete perfusion material is formed concrete column again after member frame 4 is provided with completion, thereby has reached the purpose that reduces dead load.
Each vertical surface of member frame 4 is formed by two adjacent fixed length framves 8, and wherein each fixed length frame 8 a plurality of vertical members 1 identical and continuous successively by quantity are formed.Concrete, the quantity of the vertical member 1 in each fixed length frame 8 is no less than four.
All join between the end of two vertical members 1 that the left and right sides is adjacent, make each vertical surface of member frame 4 all form a plurality of rectangle frames 5 that link to each other successively through a horizontal member 2.
Be provided with an oblique member 3 in each rectangle frame 5, the two ends of oblique member 3 link to each other with any diagonal angle of the rectangle frame 5 at its place respectively.
Simultaneously, in order to ensure can there being successional shaped form to link to each other between neighbouring and the oblique member 3 that the left and right sides is adjacent, the connected mode in neighbouring or the rectangle frame 5 that the left and right sides is adjacent between the set oblique member 3 is different.
In the production, can firmly reach fixingly between above-mentioned vertical member 1, horizontal member 2 and the oblique member 3 through modes such as welding, simultaneously each other connected mode also can change according to the actual requirements.
In addition, oblique member 3 comprises concrete cylindrical 7 and is located at the reinforcing bar 6 in the concrete cylindrical 7.The quantity of reinforcing bar 6 is one or more, and reinforcing bar 6 symmetry in concrete cylindrical 7 is placed.And reinforcing bar 6 also can adopt the material of other material to replace with concrete cylindrical 7, to adapt to different demands.
In addition, the cross section of oblique member 3 can be rectangle, also can be square, also can adjust according to the actual requirements for circle etc.
The structure optimization bar construction of vertical member 1, horizontal member 2 also can adopt the composition structure identical with oblique member 3, specifically how to select to influence the practical application effect of the utility model.
Claims (6)
1. latticed members structural concrete post; Comprise and be arranged on the inner member frame (4) of concrete column; It is characterized in that member frame (4) is the cuboid trussed construction; Each vertical surface of member frame (4) is formed by adjacent two fixed length framves (8) simultaneously, wherein each fixed length frame (8) a plurality of vertical members (1) composition identical and continuous successively by quantity.
2. latticed members structural concrete post according to claim 1 is characterized in that the quantity of the vertical member (1) in each described fixed length frame (8) is no less than four.
3. latticed members structural concrete post according to claim 1; It is characterized in that all joining between the end of two described vertical members (1) that the left and right sides is adjacent, make each vertical surface of member frame (4) all form a plurality of rectangle frames (5) that link to each other successively through a horizontal member (2); Wherein, be provided with an oblique member (3) in each rectangle frame (5), the two ends of oblique member (3) link to each other with any diagonal angle of the rectangle frame (5) at its place respectively.
4. according to claim 1 or 3 described latticed members structural concrete posts, it is characterized in that the connected mode between the oblique member (3) set in neighbouring or the described rectangle frame (5) that the left and right sides is adjacent is different.
5. latticed members structural concrete post according to claim 3 is characterized in that described oblique member (3) comprises concrete cylindrical (7) and is located at the reinforcing bar (6) in the concrete cylindrical (7).
6. latticed members structural concrete post according to claim 5, the quantity that it is characterized in that described reinforcing bar (6) is one or more, and reinforcing bar (6) symmetry in concrete cylindrical (7) is placed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220027735XU CN202430900U (en) | 2012-01-19 | 2012-01-19 | Lattice type component structural concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220027735XU CN202430900U (en) | 2012-01-19 | 2012-01-19 | Lattice type component structural concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202430900U true CN202430900U (en) | 2012-09-12 |
Family
ID=46780360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220027735XU Expired - Fee Related CN202430900U (en) | 2012-01-19 | 2012-01-19 | Lattice type component structural concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202430900U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111558981A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete steel bar truss column |
| CN111558995A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete angle steel truss column |
| CN111558982A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete reinforced steel angle steel truss column |
-
2012
- 2012-01-19 CN CN201220027735XU patent/CN202430900U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111558981A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete steel bar truss column |
| CN111558995A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete angle steel truss column |
| CN111558982A (en) * | 2019-02-13 | 2020-08-21 | 河南天久装配式建筑有限公司 | Manufacturing method of light sandwich concrete reinforced steel angle steel truss column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120912 Termination date: 20200119 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |