CN215670137U - Building structure dysmorphism post mistake proofing limit on-spot concatenation node - Google Patents
Building structure dysmorphism post mistake proofing limit on-spot concatenation node Download PDFInfo
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- CN215670137U CN215670137U CN202121258974.1U CN202121258974U CN215670137U CN 215670137 U CN215670137 U CN 215670137U CN 202121258974 U CN202121258974 U CN 202121258974U CN 215670137 U CN215670137 U CN 215670137U
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Abstract
The utility model discloses a building structure special-shaped column misalignment-preventing on-site splicing node which comprises a support column body, wherein a positioning groove is formed in the outer wall of the support column body, a fixing plate is arranged on the outer wall of one side of the support column body, a fixing block is arranged on the inner wall of the fixing plate, a connecting device is arranged on the outer wall of the fixing block, a fixing bolt is arranged on the outer wall of the fixing plate, a connecting plate is arranged on the outer wall of the other side of the support column body, an installation block is arranged on the inner wall of the connecting plate, a positioning block is arranged on the outer wall of the installation block, and a placing plate is arranged on the outer wall of the connecting plate. According to the utility model, the auxiliary plate can support the special-shaped column, so that the special-shaped column can bear downward force, the stability and the compression resistance of the special-shaped column are improved, the special-shaped column is prevented from falling off in the process of supporting an object, the special-shaped column is conveniently connected, and the offset generated by the special-shaped column in the process of hoisting the special-shaped column is reduced.
Description
Technical Field
The utility model relates to the field of special-shaped column splicing nodes, in particular to a staggered edge prevention on-site splicing node for a special-shaped column of a building structure.
Background
The special-shaped column is a column with a special-shaped cross section for short, and the special-shaped cross section is a column with the cross section in L shape, T shape and cross shape, and the height-to-limb thickness ratio of each limb of the cross section is not more than 4.
However, when the special-shaped column is actually used, due to the fact that the special-shaped columns are different in shape, gaps are easily generated between the columns in the splicing process, and the columns are prone to shifting after being connected.
Therefore, it is necessary to invent a wrong-edge-prevention on-site splicing node for a building structure special-shaped column to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a staggered edge prevention on-site splicing node for a special-shaped column of a building structure, wherein the auxiliary plate can support the special-shaped column through the auxiliary plate, so that the special-shaped column can bear downward force, the stability and the compression resistance of the special-shaped column are improved, the special-shaped column is prevented from falling off in the process of supporting an object, the special-shaped column is conveniently connected, the offset generated in the process of hoisting the special-shaped column is reduced, and the defects in the technology are overcome.
In order to achieve the above purpose, the utility model provides the following technical scheme: a building structure special-shaped column misalignment preventing on-site splicing node comprises a support column body, wherein a positioning groove is formed in the outer wall of the support column body, a fixing plate is arranged on the outer wall of one side of the support column body, a fixing block is arranged on the inner wall of the fixing plate, a connecting device is arranged on the outer wall of the fixing block, a fixing bolt is arranged on the outer wall of the other side of the support column body, a connecting plate is arranged on the inner wall of the connecting plate, a positioning block is arranged on the outer wall of the mounting block, a placing plate is arranged on the outer wall of the connecting plate, I-shaped steel is arranged inside the placing plate and connected with the placing plate through a second stud, an auxiliary plate is arranged on the outer wall of the connecting plate, a baffle is arranged on the inner wall of the auxiliary plate, a first stud is arranged inside the baffle, and the auxiliary plate is connected with the connecting plate through a connecting bolt, and baffles are arranged on two sides of the connecting plate.
Preferably, the cross section of constant head tank with be greater than the cross-sectional area of fixed block, the inner wall of constant head tank and connecting device's outer wall laminating.
Preferably, the number of the fixing bolts is set to be a plurality of, the fixing bolts are equidistantly distributed on the vertical center line of the fixing plate, and the cross section of the fixing plate is set to be concave.
Preferably, the cross section of the placing plate is square, and the outer wall of the placing plate is attached to the outer wall of the I-shaped steel.
Preferably, the number of the auxiliary plates is four, and the four auxiliary plates are symmetrically distributed on two sides of the vertical center line of the support column body.
Preferably, the number of the first stud bolts is multiple, the multiple first stud bolts are symmetrically distributed on two sides of a horizontal center line of the i-shaped steel, and two ends of each first stud bolt are respectively connected with the auxiliary plates on two sides of the support column body.
In the technical scheme, the utility model provides the following technical effects and advantages:
1. through the fixing plate, due to the fact that the special-shaped columns are different in shape, gaps are easily generated at the connecting positions of the special-shaped columns and the supporting column body in the process of installing the special-shaped columns, the special-shaped columns with different shapes can be installed through the fixing plate and the connecting plate, the special-shaped columns are tightly attached to the supporting column body, and the special-shaped columns are prevented from loosening;
2. through the accessory plate, the accessory plate can support special-shaped column, makes special-shaped column can bear the power of transferring downwards, improves the stability and the compressive property of special-shaped column, prevents that special-shaped column from droing at the in-process that supports the object, and the convenience is connected special-shaped column simultaneously, reduces the skew of hoist and mount special-shaped column's in-process production.
Drawings
In order to more clearly illustrate the embodiments of the present application or technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to the drawings.
FIG. 1 is a perspective view of the present invention;
FIG. 2 is a front cross-sectional view of the present invention;
FIG. 3 is a perspective view of a fixation plate of the present invention;
fig. 4 is a perspective view of a connection plate of the present invention.
Description of reference numerals:
1. a support post body; 2. positioning a groove; 3. a fixing plate; 4. a fixed block; 5. a connecting device; 6. Fixing the bolt; 7. a connecting plate; 8. mounting blocks; 9. positioning blocks; 10. placing the plate; 11. a connecting bolt; 12. an auxiliary plate; 13. a first stud bolt; 14. i-shaped steel; 15. a baffle plate; 16. a second stud.
Detailed Description
In order to make the technical solutions of the present invention better understood, those skilled in the art will now describe the present invention in further detail with reference to the accompanying drawings.
The utility model provides a building structure special-shaped column misalignment preventing on-site splicing node shown in figures 1-4, which comprises a support column body 1, wherein the outer wall of the support column body 1 is provided with a positioning groove 2, the outer wall of one side of the support column body 1 is provided with a fixing plate 3, the inner wall of the fixing plate 3 is provided with a fixing block 4, the outer wall of the fixing block 4 is provided with a connecting device 5, the outer wall of the fixing plate 3 is provided with a fixing bolt 6, the outer wall of the other side of the support column body 1 is provided with a connecting plate 7, the inner wall of the connecting plate 7 is provided with a mounting block 8, the outer wall of the mounting block 8 is provided with a positioning block 9, the outer wall of the connecting plate 7 is provided with a placing plate 10, the inside of the placing plate 10 is provided with an I-shaped steel 14, the I-shaped steel 14 is connected with the placing plate 10 through a second stud 16, the outer wall of the connecting plate 7 is provided with an auxiliary plate 12, the inner wall of the auxiliary plate 12 is provided with a baffle 15, a first stud 13 is arranged inside the baffle 15, the auxiliary plate 12 is connected with the connecting plate 7 through a connecting bolt 11, and the baffles 15 are arranged on two sides of the connecting plate 7.
Further, in above-mentioned technical scheme, the cross section of constant head tank 2 with be greater than the cross-sectional area of fixed block 4, the inner wall of constant head tank 2 and the outer wall laminating of connecting device 5 can be fixed plate 3 through constant head tank 2 and fixed block 4, prevent that fixed plate 3 from droing.
Further, in above-mentioned technical scheme, fixing bolt 6's quantity sets up to a plurality ofly, and is a plurality of fixing bolt 6 equidistance distributes at the perpendicular center line of fixed plate 3, the cross section of fixed plate 3 is for setting up to the spill, and fixed plate 3 that the spill set up can closely laminate with the outer wall of support column body 1, prevents to produce the gap between support column body 1 and the fixed plate 3.
Further, in the above technical solution, the cross section of the placing plate 10 is square, and the outer wall of the placing plate 10 is attached to the outer wall of the i-shaped steel 14, so that the i-shaped steel 14 can be fixed, and the i-shaped steel is prevented from deviating in the hoisting installation process.
Furthermore, in the above technical solution, the number of the auxiliary plates 12 is four, the four auxiliary plates 12 are symmetrically distributed on two sides of the vertical center line of the supporting column body 1, and the auxiliary plates 12 can support the special-shaped column, so that the special-shaped column can bear downward force, the stability and the compression resistance of the special-shaped column are improved, and the special-shaped column is prevented from falling off in the process of supporting an object.
Further, in the above technical solution, the number of the first stud bolts 13 is set to be plural, the plural first stud bolts 13 are symmetrically distributed on both sides of the horizontal center line of the i-shaped steel 14, both ends of the first stud bolts 13 are respectively connected to the auxiliary plates 12 on both sides of the support column body 1, and the first stud bolts 13 can connect the i-shaped steel 14 and the auxiliary plates 12, so as to improve the stability of the i-shaped steel 14.
This practical theory of operation:
referring to the attached drawings 1-4 of the specification, in the working principle, when a special-shaped column needs to be installed on the outer wall of a support column body 1, a connecting plate 7 is selected according to the cross-sectional shape of the special-shaped column, when the special-shaped column needing to be installed is I-shaped steel 14, a fixing block 4 on the inner wall of a fixing plate 3 is inserted into the positioning groove 2, a connecting device 5 on the outer wall of the fixing block 4 is attached to the inner wall of the positioning groove 2, the fixing plate 3 is pushed downwards to move to the position where the I-shaped steel 14 needs to be installed, then a fixing bolt 6 is rotated, the fixing plate 3 is fixed on the outer wall of the support column body 1 through the fixing bolt 6, the connecting plate 7 is installed, an installation block 8 and a positioning block 9 on the inner wall of the connecting plate 7 are attached to the positioning groove 2 on the other side of the support column body 1, the connecting plate 7 and the fixing plate 3 are connected through the fixing bolt 6 and inserted into the support column body 1, fixing the connecting plate 7;
referring to fig. 1 to 4 of the specification, the i-section steel 14 is installed by hoisting, outer walls of left and right sides of the i-section steel 14 are attached to the baffle 15, upper and lower sides of the i-section steel 14 are attached to inner walls of the placing plate 10, the second stud 16 is inserted into the placing plate 10, the auxiliary plate 12 is connected to outer walls of the connecting plate 7 by the connecting bolt 11, the first stud 13 is inserted into the auxiliary plate 12 in sequence, the first stud 13 passes through a through hole of the i-section steel 14, and the auxiliary plates 12 on both sides are connected in series, so that the i-section steel 14 is kept stable.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the utility model.
Claims (6)
1. The utility model provides an on-spot concatenation node of building structure dysmorphism post mistake proofing limit, includes support column body (1), its characterized in that: the outer wall of the support column body (1) is provided with a positioning groove (2), the outer wall of one side of the support column body (1) is provided with a fixed plate (3), the inner wall of the fixed plate (3) is provided with a fixed block (4), the outer wall of the fixed block (4) is provided with a connecting device (5), the outer wall of the fixed plate (3) is provided with a fixed bolt (6), the outer wall of the other side of the support column body (1) is provided with a connecting plate (7), the inner wall of the connecting plate (7) is provided with a mounting block (8), the outer wall of the mounting block (8) is provided with a positioning block (9), the outer wall of the connecting plate (7) is provided with a placing plate (10), an I-shaped steel (14) is arranged inside the placing plate (10), the I-shaped steel (14) is connected with the placing plate (10) through a second stud (16), and the outer wall of the connecting plate (7) is provided with an auxiliary plate (12), the auxiliary plate (12) is characterized in that a baffle (15) is arranged on the inner wall of the auxiliary plate (12), a first stud (13) is arranged inside the baffle (15), the auxiliary plate (12) is connected with the connecting plate (7) through a connecting bolt (11), and the baffles (15) are arranged on two sides of the connecting plate (7).
2. The building structure special-shaped column misalignment-preventing on-site splicing node as claimed in claim 1, wherein: the cross section of constant head tank (2) with be greater than the cross-sectional area of fixed block (4), the inner wall of constant head tank (2) and the outer wall laminating of connecting device (5).
3. The building structure special-shaped column misalignment-preventing on-site splicing node as claimed in claim 1, wherein: the quantity of fixing bolt (6) sets up to a plurality ofly, and is a plurality of fixing bolt (6) equidistance distributes at the perpendicular central line of fixed plate (3), the cross section of fixed plate (3) is for setting up to the spill.
4. The building structure special-shaped column misalignment-preventing on-site splicing node as claimed in claim 1, wherein: the cross section of the placing plate (10) is square, and the outer wall of the placing plate (10) is attached to the outer wall of the I-shaped steel (14).
5. The building structure special-shaped column misalignment-preventing on-site splicing node as claimed in claim 1, wherein: the number of the auxiliary plates (12) is four, and the four auxiliary plates (12) are symmetrically distributed on two sides of the vertical center line of the supporting column body (1).
6. The building structure special-shaped column misalignment-preventing on-site splicing node as claimed in claim 1, wherein: the number of the first stud bolts (13) is set to be a plurality, the first stud bolts (13) are symmetrically distributed on two sides of a horizontal center line of the I-shaped steel (14), and two ends of each first stud bolt (13) are respectively connected with the auxiliary plates (12) on two sides of the support column body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121258974.1U CN215670137U (en) | 2021-06-07 | 2021-06-07 | Building structure dysmorphism post mistake proofing limit on-spot concatenation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121258974.1U CN215670137U (en) | 2021-06-07 | 2021-06-07 | Building structure dysmorphism post mistake proofing limit on-spot concatenation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215670137U true CN215670137U (en) | 2022-01-28 |
Family
ID=79974183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121258974.1U Expired - Fee Related CN215670137U (en) | 2021-06-07 | 2021-06-07 | Building structure dysmorphism post mistake proofing limit on-spot concatenation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215670137U (en) |
-
2021
- 2021-06-07 CN CN202121258974.1U patent/CN215670137U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220128 |
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| CF01 | Termination of patent right due to non-payment of annual fee |