CN202430896U - Rod type concrete beam - Google Patents
Rod type concrete beam Download PDFInfo
- Publication number
- CN202430896U CN202430896U CN2012200277542U CN201220027754U CN202430896U CN 202430896 U CN202430896 U CN 202430896U CN 2012200277542 U CN2012200277542 U CN 2012200277542U CN 201220027754 U CN201220027754 U CN 201220027754U CN 202430896 U CN202430896 U CN 202430896U
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- CN
- China
- Prior art keywords
- rod member
- concrete beam
- frame
- rod
- rod element
- 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
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Abstract
The utility model discloses a rod type concrete beam, which comprises a rod element frame arranged in a concrete beam, wherein the rod element framer is in a cuboid structure, and meanwhile, each surface of the rod element frame is respectively formed by a plurality of sequentially connected rectangular frames. Concretely, each rectangular frame comprises two adjacent vertical rod elements, wherein the upper ends and the lower ends of the two vertical rod elements are respectively connected through two horizontal rod elements. Meanwhile, an inclined rod element is arranged in each rectangular frame. The connecting modes between the inclined rod elements arranged in the upper and lower adjacent rectangular frames or the left and right adjacent rectangular frames are different. Through increasing the rod element structures, the weight of the original concrete beam is effectively reduced, in addition, the original carrying capability is not reduced, the implementation in the production is convenient, the cost can be effectively saved, and higher practicability is realized.
Description
Technical field
The utility model relates to technical field of buildings, concrete relates to a kind of rod member formula concrete beam.
Background technology
In the building field, common concrete beam all is the solid construction that concrete is formed.Though solid concrete easy construction and quick,, say that from loading angle reaching under the prerequisite of identical supporting capacity, the weight of solid concrete is bigger certainly.And if weight reduction adopt the prefabricated component form to build building and structure, can have the inconvenient factor in many productions again, as being difficult for construction etc.
The utility model content
The purpose of the utility model is to solve the problem that exists in the prior art, and a kind of rod member formula concrete beam is provided.
The utility model is achieved through following technical scheme:
A kind of rod member formula concrete beam comprises being arranged on the inner rod member frame of concrete beam that the rod member frame is a rectangular structure.
Each surface of rod member frame is formed by a plurality of rectangle frames that link to each other successively.Can firmly reach fixing through modes such as welding between the adjacent rectangle frame.
Concrete, rectangle frame comprises two adjacent vertical bars; Wherein the top and bottom of two vertical bars join through two horizontal bars respectively, and then have formed rectangular configuration.
Simultaneously, be provided with an oblique rod member in each rectangle frame, the two ends of oblique rod member link to each other with any diagonal angle of the rectangle frame at its place respectively.
Wherein, the connected mode between the set oblique rod member is different in the adjacent rectangle frame in the neighbouring or left and right sides.
In addition, oblique rod member comprises concrete column and is located at the reinforcing bar in the concrete column.The quantity of reinforcing bar is one or more, and reinforcing bar symmetry in concrete column is placed.
The usefulness of the utility model is:
The utility model has effectively alleviated the weight of original concrete beam through increasing member structure, and not than weak intensity, and convenient aborning enforcement, can effectively save cost, possess 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 overall structure sketch map of the rod member frame of the utility model;
Fig. 2 is the cross-sectional view of the oblique rod 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 is a kind of rod member formula concrete beam of the utility model, comprise being arranged on the inner rod member frame 4 of concrete beam, and rod member frame 4 is a rectangular structure.In actual the use, concrete perfusion is formed concrete beam again after rod member frame 4 is provided with completion, thereby has reached the purpose that reduces dead load.
Each surface of rod member frame 4 is formed by a plurality of rectangle frames that link to each other successively 5.Can firmly reach fixing through modes such as welding between the adjacent rectangle frame 5.
Concrete, rectangle frame 5 comprises two adjacent vertical bars 1; Wherein the top and bottom of two vertical bars 1 join through two horizontal bars 2 respectively, and then have formed rectangular configuration.
Simultaneously, be provided with an oblique rod member 3 in each rectangle frame 5, the two ends of oblique rod member 3 link to each other with any diagonal angle of the rectangle frame 5 at its place respectively.
Wherein, and link to each other in order to ensure successional curve between the horizontal and vertical oblique rod member 3, the connected mode in neighbouring or the rectangle frame 5 that the left and right sides is adjacent between the set oblique rod member 3 is different, so that better rock-steady structure to be provided.
In addition, oblique rod member 3 comprises concrete column 7 and is located at the reinforcing bar 6 in the concrete column 7; Simultaneously, the quantity of reinforcing bar 6 is one or more, and reinforcing bar 6 symmetry in concrete column 7 is placed.And reinforcing bar 6 also can adopt the material of other material to replace, to adapt to different demands.
In addition, the cross section of oblique rod 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 above-mentioned rectangle frame 5 also can adopt the composition structure identical with oblique rod member 3, specifically how to select not influence the practical application effect of the utility model.
Claims (5)
1. a rod member formula concrete beam comprises being arranged on the inner rod member frame (4) of concrete beam, it is characterized in that rod member frame (4) is rectangular structure, and each surface of rod member frame (4) is formed by a plurality of rectangle frames (5) that link to each other successively simultaneously.
2. rod member formula concrete beam according to claim 1 is characterized in that described rectangle frame (5) comprises adjacent two vertical bars (1); Wherein the top and bottom of two vertical bars (1) join through two horizontal bars (2) respectively; Simultaneously, be provided with an oblique rod member (3) in each rectangle frame (5), the two ends of oblique rod member (3) link to each other with any diagonal angle of the rectangle frame (5) at its place respectively.
3. rod member formula concrete beam according to claim 1 and 2 is characterized in that the connected mode between the oblique rod member (3) set in neighbouring or the described rectangle frame (3) that the left and right sides is adjacent is different.
4. rod member formula concrete beam according to claim 2 is characterized in that described oblique rod member (3) comprises concrete column (7) and is located at the reinforcing bar (6) in the concrete column (7).
5. rod member formula concrete beam according to claim 4, the quantity that it is characterized in that described reinforcing bar (6) is one or more, and reinforcing bar (6) symmetry in concrete column (7) is placed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200277542U CN202430896U (en) | 2012-01-19 | 2012-01-19 | Rod type concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200277542U CN202430896U (en) | 2012-01-19 | 2012-01-19 | Rod type concrete beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202430896U true CN202430896U (en) | 2012-09-12 |
Family
ID=46780356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200277542U Expired - Fee Related CN202430896U (en) | 2012-01-19 | 2012-01-19 | Rod type concrete beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202430896U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593657A (en) * | 2020-11-19 | 2021-04-02 | 宁波德式建筑科技有限公司 | Manufacturing method of large-span light beam |
-
2012
- 2012-01-19 CN CN2012200277542U patent/CN202430896U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593657A (en) * | 2020-11-19 | 2021-04-02 | 宁波德式建筑科技有限公司 | Manufacturing method of large-span light beam |
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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 |