CN204826715U - Bearing structure is connected to wrong elevation steel bar truss building carrier plate - Google Patents
Bearing structure is connected to wrong elevation steel bar truss building carrier plate Download PDFInfo
- Publication number
- CN204826715U CN204826715U CN201520639220.9U CN201520639220U CN204826715U CN 204826715 U CN204826715 U CN 204826715U CN 201520639220 U CN201520639220 U CN 201520639220U CN 204826715 U CN204826715 U CN 204826715U
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- CN
- China
- Prior art keywords
- support plate
- floor support
- carrier plate
- brace rod
- building carrier
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- 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 provides a bearing structure is connected to wrong elevation steel bar truss building carrier plate, includes girder steel and high elevation, hangs down the first building carrier plate and the second building carrier plate of elevation, and first building carrier plate is taken on the girder steel, links to each other through the spacer bar between first building carrier plate and the second building carrier plate, the girder steel lateral wall on be provided with the brace table, second building carrier plate take on the brace table through the auxiliary bar that sets up, first building carrier plate bottom surface is less than second building carrier plate top surface. Bearing structure is connected to wrong elevation steel bar truss building carrier plate utilizes the spacer bar to connect to support through brace table and auxiliary bar, joint strength is high, and it can the reinforce to support, and the bulk strength is high, also is difficult to take place the disconnection and disconnects under the circumstances of high capacity.
Description
Technical field
The utility model relates to technical field of building construction, specifically, is a kind of wrong absolute altitude steel bar truss floor support plate connected support structure.
Background technology
Steel bar truss floor support plate is the constructional materials that current building operations industry is commonly used; in floor support plate work progress; often can run into the different place of absolute altitude; floor support plates different for absolute altitude is needed to couple together; the different junction rigidity of absolute altitude is more weak; in work progress or in later stage building use procedure, easily disconnect.
For the problems referred to above, propose a kind of technical scheme in first patent " steel bar truss floor support plate elevation difference node structure " (publication number: CN203640122U), but still there are some defects.Z-shaped node additional bar supports more weight, and Z-type bearing plate is also more weak to the enabling capabilities of the floor support plate of low absolute altitude, and overall construction intensity and bonding strength are still not enough, when the floor support plate of low absolute altitude bears a heavy burden larger, still easily disconnects.
Utility model content
The utility model, for above-mentioned the deficiencies in the prior art, proposes a kind of wrong absolute altitude steel bar truss floor support plate connected support structure newly.
Wrong absolute altitude steel bar truss floor support plate connected support structure of the present utility model, comprise First building board and second floor support plate of girder steel and the high and low absolute altitude of high standard, First building board rides on girder steel, be connected by bearing bar between First building board and the second floor support plate, described girder steel sidewall is provided with brace table, the second described floor support plate rides on brace table by the auxiliary reinforcement arranged, and described First building board bottom surface is lower than the second floor support plate end face.
Described bearing bar comprises brace rod, lower support muscle and middle brace rod, and described upper brace rod and lower support muscle are Z-shaped, and described middle brace rod is linear.
Preferably, described upper brace rod is parallel with the leading portion of lower support muscle, and lays respectively in the upper and lower of First building board; Described upper brace rod is parallel with the stage casing of lower support muscle, and is positioned at First building board and the second floor support plate connecting portion; Described upper brace rod is parallel with the back segment of lower support muscle, and is positioned at the second floor support plate.
The leading portion of described middle brace rod is positioned at First building board, and back segment is positioned at the second floor support plate.
Preferably, described auxiliary reinforcement is linear pattern, and back segment is positioned at the second floor support plate, and leading portion stretches out the second floor support plate.
Preferably, described upper brace rod leading portion and the length of lower support muscle leading portion are all greater than the width of girder steel.
The beneficial effects of the utility model are: wrong absolute altitude steel bar truss floor support plate connected support structure utilizes bearing bar to connect, and supported by brace table and auxiliary reinforcement, bonding strength is high, and enabling capabilities is strong, bulk strength is high, is also difficult in high-load situations, this occur to disconnect disconnect.
Be positioned at connecting portion in the middle of upper brace rod and lower support muscle, two ends, can common support two floor support plates completely respectively in First building board and the second floor support plate, improve structural strength.Middle brace rod directly runs through two floor support plates, and interlocks with upper brace rod and lower support muscle, further increases support and the bonding strength of two floor support plates.
Auxiliary reinforcement rides on brace table, improves the enabling capabilities to the second floor support plate, after filling concrete, connect and support strength higher.The length of upper brace rod leading portion and lower support muscle leading portion is all greater than the width of girder steel, makes brace rod front end and lower support muscle front end outstanding relative to girder steel, can ride on girder steel completely, improve supporting surface, add support strength.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of this wrong absolute altitude steel bar truss floor support plate connected support structure.
Detailed description of the invention
In order to understand structure of the present utility model, feature and other object further, the appended preferred embodiment of existing combination is described in detail as follows, and illustrated preferred embodiment is only for illustration of the technical solution of the utility model, and non-limiting the utility model.
Detailed description of the invention of the present utility model is as follows:
Embodiment one:
As shown in Figure 1, this wrong absolute altitude steel bar truss floor support plate connected support structure, comprises First building board 2 and second floor support plate 3 of girder steel 1 and the high and low absolute altitude of high standard, fills floor concrete in First building board 2 and the second floor support plate 3.First building board 2 rides on girder steel 1, is connected between First building board 2 and the second floor support plate 3 by bearing bar.
First building board 2 bottom surface is lower than the second floor support plate 3 end face.Girder steel 1 sidewall is provided with brace table 4, and the second floor support plate 3 rides on brace table 4 by the auxiliary reinforcement 6 arranged, and floor concrete is filled in the space between brace table 4, second floor support plate 3 and girder steel 1.Second floor support plate 3 is supported by brace table 4 and auxiliary reinforcement, and enabling capabilities is strong, and bulk strength is high, is also difficult in high-load situations, this occur to disconnect disconnect.
Bearing bar comprises brace rod 51, lower support muscle 52 and middle brace rod 53, and upper brace rod 51 and lower support muscle 52 are Z-shaped, and middle brace rod 53 is linear.Three brace rods can common support two floor support plates completely, improve structural strength.The bearing bar being positioned at two floor support plate connecting portions also forms framework, wherein also fills floor concrete.
Embodiment two:
Embodiment two forms substantially identical with the structure of embodiment one, and its difference is:
As shown in Figure 1, upper brace rod 51 is parallel with the leading portion of lower support muscle 52, and lays respectively in the upper and lower of First building board 2; Described upper brace rod 51 is parallel with the stage casing of lower support muscle 52, and is positioned at First building board 2 and the second floor support plate 3 connecting portion; Described upper brace rod 51 is parallel with the back segment of lower support muscle 52, and is positioned at the second floor support plate 3.Brace rod 51 and lower support muscle 52 entirety are set in parallel, and the connecting portion of common support two floor support plates, improves structural strength.
The leading portion of middle brace rod 53 is positioned at First building board 2, and back segment is positioned at the second floor support plate 3, directly runs through First building board 2 and the second floor support plate 3, the bonding strength of both raisings, and directly supports two floor support plates, improves support strength.
Embodiment three:
Embodiment three forms substantially identical with the structure of embodiment one, and its difference is:
As shown in Figure 1, described auxiliary reinforcement 6 is linear pattern, back segment is positioned at the second floor support plate 3, leading portion stretches out the second floor support plate 3, and in the floor concrete of filling in space between brace table 4, second floor support plate 3 and girder steel 1, on the more firm brace table 4 being overlapped on girder steel 1, support and bonding strength high.
Embodiment four:
Embodiment four forms substantially identical with the structure of embodiment one, and its difference is:
As shown in Figure 1, the length of upper brace rod 51 leading portion and lower support muscle 52 leading portion is all greater than the width of girder steel 1, brace rod 51 front end and lower support muscle 52 front end is given prominence to relative to girder steel 1, can ride over completely on girder steel 1, improve supporting surface, add support strength.
Claims (4)
1. a wrong absolute altitude steel bar truss floor support plate connected support structure, comprise girder steel (1) and high absolute altitude, the First building board (2) of low absolute altitude and the second floor support plate (3), First building board (2) rides on girder steel (1), be connected by bearing bar between First building board (2) and the second floor support plate (3), it is characterized in that, described girder steel (1) sidewall is provided with brace table (4), described the second floor support plate (3) rides on brace table (4) by the auxiliary reinforcement (6) arranged, described First building board (2) bottom surface is lower than the second floor support plate (3) end face,
Described bearing bar comprises brace rod (51), lower support muscle (52) and middle brace rod (53), described upper brace rod (51) and lower support muscle (52) are for Z-shaped, and described middle brace rod (53) is linear.
2. wrong absolute altitude steel bar truss floor support plate connected support structure according to claim 1, it is characterized in that, described upper brace rod (51) is parallel with the leading portion of lower support muscle (52), and lays respectively in the upper and lower of First building board (2); Described upper brace rod (51) is parallel with the stage casing of lower support muscle (52), and is positioned at First building board (2) and the second floor support plate (3) connecting portion; Described upper brace rod (51) is parallel with the back segment of lower support muscle (52), and is positioned at the second floor support plate (3).
The leading portion of described middle brace rod (53) is positioned at First building board (2), and back segment is positioned at the second floor support plate (3).
3. wrong absolute altitude steel bar truss floor support plate connected support structure according to claim 1, it is characterized in that, described auxiliary reinforcement (6) is linear pattern, and back segment is positioned at the second floor support plate (3), and leading portion stretches out the second floor support plate (3).
4. wrong absolute altitude steel bar truss floor support plate connected support structure according to claim 1, is characterized in that, described upper brace rod (51) leading portion and the length of lower support muscle (52) leading portion are all greater than the width of girder steel (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520639220.9U CN204826715U (en) | 2015-08-24 | 2015-08-24 | Bearing structure is connected to wrong elevation steel bar truss building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520639220.9U CN204826715U (en) | 2015-08-24 | 2015-08-24 | Bearing structure is connected to wrong elevation steel bar truss building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826715U true CN204826715U (en) | 2015-12-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520639220.9U Expired - Fee Related CN204826715U (en) | 2015-08-24 | 2015-08-24 | Bearing structure is connected to wrong elevation steel bar truss building carrier plate |
Country Status (1)
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| CN (1) | CN204826715U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625485A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure and construction method |
| CN110042962A (en) * | 2019-05-20 | 2019-07-23 | 中建钢构有限公司 | Board connecting structure and its construction method drop |
| CN110284716A (en) * | 2019-07-18 | 2019-09-27 | 成都建工第四建筑工程有限公司 | The construction method of the lifter plate node structure of steel bar truss floor support plate |
-
2015
- 2015-08-24 CN CN201520639220.9U patent/CN204826715U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625485A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure and construction method |
| CN110042962A (en) * | 2019-05-20 | 2019-07-23 | 中建钢构有限公司 | Board connecting structure and its construction method drop |
| CN110284716A (en) * | 2019-07-18 | 2019-09-27 | 成都建工第四建筑工程有限公司 | The construction method of the lifter plate node structure of steel bar truss floor support plate |
| CN110284716B (en) * | 2019-07-18 | 2021-06-29 | 成都建工第四建筑工程有限公司 | Construction method of lifting plate node structure of steel bar truss floor bearing plate |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20180824 |