CN216109909U - Concrete floor supports transform structure - Google Patents
Concrete floor supports transform structure Download PDFInfo
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- CN216109909U CN216109909U CN202121929870.9U CN202121929870U CN216109909U CN 216109909 U CN216109909 U CN 216109909U CN 202121929870 U CN202121929870 U CN 202121929870U CN 216109909 U CN216109909 U CN 216109909U
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Abstract
The application discloses a concrete floor slab supporting and converting structure, which comprises two supporting columns for supporting a concrete floor slab, wherein a supporting beam is connected between every two adjacent supporting columns, the supporting beam is positioned below the concrete floor slab, and a reinforcing component is arranged below the supporting beam by the supporting columns; the supporting beam is provided with a reinforcing column, the top end of the reinforcing column is abutted against the concrete floor, the two sides of the reinforcing column are provided with inclined rods, the other ends of the inclined rods correspond to the supporting columns in fixed connection, and the supporting columns correspond to the inclined rods, and fastening assemblies are arranged between the inclined rods. This application through above-mentioned technical scheme, promote a supporting beam greatly and stabilize the effect to the support of concrete floor.
Description
Technical Field
The application relates to the technical field of floor supports, especially, relate to a concrete floor supports transform structure.
Background
Currently, the concourse of airport terminals is usually supported by steel columns. However, these steel columns are not perfectly vertical and require multiple lattice column supports. At the same time, a considerable portion of the support system is supported on the concrete floor, which is thin enough not to withstand the pressure of the excessive support system. Therefore, in order to avoid cracking due to excessive deformation of the concrete floor, it is necessary to transfer the load from the concrete floor.
The current chinese patent that patent publication number is CN210828445U provides a concrete floor supports transform structure, relate to the technical field of large building floor support system, it is including setting up in concrete floor below and carrying out a plurality of support columns that effectively support to the concrete floor, the concrete floor up end still is provided with a plurality of conversion roof beams, the conversion roof beam strides and locates two adjacent support columns directly over, the common rigid coupling of up end of two adjacent conversion roof beams has the support frame that is used for supporting by the supporter, be provided with between two support columns of conversion roof beam below and be used for carrying out reinforced (rfd) subassembly to the middle part of top conversion roof beam. The middle part of the conversion beam is supported by the reinforcing component, so that the supporting strength of the conversion beam is improved, and further, the supporting strength of the conversion structure is improved.
The above prior art solutions have the following drawbacks: the conversion beam is supported only by the reinforcing beam and the inclined support, and the load of the conversion beam is applied to the inclined support, so that the defect of insufficient supporting load strength exists.
SUMMERY OF THE UTILITY MODEL
In order to improve the not enough problem of a supporting beam support load intensity, this application provides a concrete floor supports transform structure.
The application provides a pair of concrete floor supports transform structure adopts following technical scheme:
a concrete floor support conversion structure comprises two support columns for supporting a concrete floor, wherein a support beam is connected between every two adjacent support columns, the support beam is positioned below the concrete floor, and a reinforcing assembly is arranged below the support beam on each support column; the supporting beam is provided with a reinforcing column, the top end of the reinforcing column is abutted against the concrete floor, the two sides of the reinforcing column are provided with inclined rods, the other ends of the inclined rods correspond to the supporting columns in fixed connection, and the supporting columns correspond to the inclined rods, and fastening assemblies are arranged between the inclined rods.
Further, the equal fixedly connected with fixed plate in down tube both ends, two the fixed plate respectively with the fixed column and supporting beam fixed connection.
Furthermore, the top end of the reinforcing column is provided with a fixing hole, a fixing rod is pre-embedded in the concrete floor, a through groove is formed in the inner wall of the fixing hole, the fixing rod slides in the through groove along the horizontal direction, and the fixing rod is inserted into the fixing hole.
Further, fastening components includes screw rod and two nuts, down tube fixedly connected with mounting plate, the mounting plate and the support column all is provided with the through-hole, the screw rod both ends are passed respectively the mounting plate with the support column, the screw rod tip respectively with two nut threaded connection, two the nut respectively with the mounting plate with the support column butt.
Furthermore, the reinforcing component comprises two reinforcing rods which are symmetrically arranged relative to the supporting beam, two ends of each reinforcing rod are respectively fixedly connected with the bottom surface of the supporting beam and the supporting column, and the reinforcing rods, the supporting columns and the supporting beams are arranged in a triangular shape.
Further, fixed plate fixedly connected with joint pole, a supporting beam and all fixedly connected with threaded rods on the anchor post, the joint pole overcoat is established and is slided and is had the thread bush, the threaded rod with threaded rod threaded connection, the thread bush with be provided with the joint subassembly between the joint pole.
Further, the joint subassembly includes joint ring and butt dish, the joint ring with the thread bush is kept away from in the one end fixed connection of threaded rod, joint ring sliding connection in outside the joint pole, butt dish with joint pole tip fixed connection, the joint ring with the butt dish butt.
According to the concrete floor support conversion structure, the reinforcing columns are mounted on the supporting beams, the fixing rods penetrate through the through grooves and then move into the fixing holes, the stabilizing effect on the positions of the reinforcing columns is achieved, and the bottom ends of the reinforcing columns are fixedly connected with the supporting beams; the clamping rod corresponds to the threaded rod, the threaded sleeve is in threaded connection with the threaded rod, and the abutting plate abuts against the clamping ring, so that the fixing and stabilizing effects of the inclined rod and the reinforcing column and the supporting beam are realized; and finally, under the action of the two reinforcing rods, the supporting effect on the supporting beam is realized, and the load strength of the supporting beam on the concrete floor is enhanced.
Drawings
Fig. 1 is a schematic overall structure diagram of the present application.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Reference numerals: 1. a support beam; 2. a support pillar; 3. reinforcing columns; 4. a diagonal bar; 5. a fixing plate; 6. a fixing hole; 7. fixing the rod; 8. a screw; 9. a nut; 10. a fastening plate; 11. a reinforcing rod; 12. a clamping and connecting rod; 13. a threaded rod; 14. a threaded sleeve; 15. a snap ring; 16. a butting disk.
Detailed Description
The technical solution of the present application will be clearly and completely described below with reference to the accompanying drawings.
As shown in fig. 1-2, the application discloses a concrete floor supports transform structure, including two support posts 2 that are used for supporting the concrete floor, fixedly connected with supporting beam 1 between two adjacent support posts 2, supporting beam 1 is located the concrete floor below, support post 2 is provided with the reinforcement subassembly in a supporting beam 1 below, the reinforcement subassembly includes two stiffener 11 for the symmetrical setting of a supporting beam 1 vertical plane of symmetry, the both ends of stiffener 11 respectively with a supporting beam 1 ground and support post 2 fixed connection, stiffener 11, set up to three horn shapes between support post 2 and the supporting beam 1, ensure the firm effect of support to supporting beam 1, promote the steadiness of supporting beam 1 structure greatly.
As shown in fig. 1-2, a supporting beam 1 is provided with a reinforcing column 3, the reinforcing column 3 is vertically arranged, the reinforcing column 3 is fixedly connected with the supporting beam 1, the top end of the reinforcing column 3 is used for supporting a concrete floor, a fixing rod 7 is pre-embedded in the concrete floor, the top end of the reinforcing column 3 is provided with a fixing hole 6, the side wall of the fixing hole 6 is provided with a through groove, when the reinforcing column 3 is installed on the supporting beam 1 along the horizontal direction, the fixing rod 7 passes through the through groove and then moves into the fixing hole 6, and under the action of the fixing rod 7 and the fixing hole 6, the limiting effect on the reinforcing column 3 is realized.
3 both sides of reinforcement post all install down tube 4, the other end of down tube 4 with correspond support column 2 fixed connection, support column 2 with correspond and be provided with fastening component between the down tube 4, down tube 4 both is used for the fixed firm effect to reinforcement post 3, and down tube 4, a supporting beam 1 and reinforcement post 3 enclose to establish into three horn shapes simultaneously, promote the firm effect to a supporting beam 1 greatly.
As shown in fig. 1-2, the two ends of the diagonal rod 4 are fixedly connected with fixing plates 5, the two fixing plates 5 are respectively fixedly connected with a fixing column and a supporting beam 1, the fixing plates 5 corresponding to the fixing column are vertically arranged, the fixing plates 5 corresponding to the supporting beam 1 are horizontally arranged, the fixing plates 5 are fixedly connected with clamping rods 12, the clamping rods 12 and the fixing plates 5 are vertically arranged, threaded rods 13 are fixedly connected to the supporting beam 1 and the reinforcing column 3, threaded sleeves 14 are sleeved outside the clamping rods 12, the threaded sleeves 14 are in threaded connection with the threaded rods 13, and clamping components are arranged between the threaded sleeves 14 and the clamping rods 12.
The clamping assembly comprises a clamping ring 15 and a butting disc 16, one end of the clamping ring 15, far away from the threaded rod 13, of the threaded sleeve 14 is fixedly connected, the clamping ring 15 is connected outside the clamping rod 12 in a sliding mode, the butting disc 16 is fixedly connected with the end portion of the clamping rod 12, when the threaded sleeve 14 is in threaded connection with the threaded rod 13, the threaded sleeve 14 moves along the axis direction of the clamping rod 12, when the clamping ring 15 is in butting connection with the butting disc 16, under the effect of threaded connection of the threaded sleeve 14 and the threaded rod 13 and the mutual traction effect of the butting disc 16 and the clamping ring 15, the fixed connection effect of the threaded sleeve 14 and the threaded rod 13 is achieved.
As shown in fig. 1-2, a fastening assembly is arranged between the support column 2 and the corresponding diagonal rod 4, the fastening assembly includes a screw rod 8 and two nuts 9, a fastening plate 10 is fixedly connected to the diagonal rod 4, the fastening plate 10 is vertically arranged, the fastening plate 10 and the support column 2 are both provided with through holes, the fastening plate 10 and the support column 2 are respectively passed through the two ends of the screw rod 8, the end of the screw rod 8 is respectively in threaded connection with the two nuts 9, the two nuts 9 are respectively abutted against the fastening plate 10 and the support column 2, the fixing effect on the fastening plate 10 and the support column 2 is realized, and the fixing and stabilizing effect between the diagonal rod 4 and the support column 2 is further ensured.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications of this invention are intended to be covered by the scope of the utility model as expressed herein.
Claims (7)
1. The utility model provides a concrete floor supports transform structure which characterized in that: the concrete floor slab supporting device comprises two supporting columns (2) used for supporting a concrete floor slab, wherein a supporting beam (1) is connected between every two adjacent supporting columns (2), the supporting beam (1) is positioned below the concrete floor slab, and a reinforcing assembly is arranged below the supporting beam (1) of each supporting column (2); supporting beam (1) is installed and is reinforced post (3), reinforced post (3) top and concrete floor butt, down tube (4) are all installed to reinforced post (3) both sides, the other end of down tube (4) with correspond support column (2) fixed connection, support column (2) with correspond be provided with fastening components between down tube (4).
2. A concrete floor support conversion structure according to claim 1, wherein: the equal fixedly connected with fixed plate (5) in down tube (4) both ends, two fixed plate (5) respectively with add stationary mast (3) and supporting beam (1) fixed connection.
3. A concrete floor support conversion structure according to claim 2, wherein: the concrete floor is pre-buried to have dead lever (7), fixed orifices (6) are provided with on reinforcement post (3) top, fixed orifices (6) inner wall is provided with logical groove, dead lever (7) are in along the horizontal direction lead to the inslot and slide, dead lever (7) peg graft in fixed orifices (6).
4. A concrete floor support conversion structure according to claim 3, wherein: fastening components includes screw rod (8) and two nut (9), down tube (4) fixedly connected with mounting plate (10), mounting plate (10) and support column (2) all are provided with the through-hole, screw rod (8) both ends are passed respectively mounting plate (10) and support column (2), screw rod (8) tip respectively with two nut (9) threaded connection, two nut (9) respectively with mounting plate (10) and support column (2) butt.
5. A concrete floor support conversion structure according to claim 4, wherein: the reinforcing component comprises two reinforcing rods (11) which are symmetrically arranged relative to the supporting beam (1), two ends of each reinforcing rod (11) are respectively fixedly connected with the bottom surface of the supporting beam (1) and the supporting column (2), and the reinforcing rods (11), the supporting columns (2) and the supporting beam (1) are arranged in a triangular shape.
6. A concrete floor support conversion structure according to claim 5, wherein: fixed plate (5) fixedly connected with joint pole (12), a supporting beam (1) and equal fixedly connected with threaded rod (13) on reinforcing column (3), joint pole (12) overcoat is established to slide and is had thread bush (14), threaded rod (13) with threaded rod (13) threaded connection, thread bush (14) with be provided with the joint subassembly between joint pole (12).
7. A concrete floor support conversion structure according to claim 6, wherein: the joint subassembly includes joint ring (15) and butt dish (16), joint ring (15) with thread bush (14) keep away from in the one end fixed connection of threaded rod (13), joint ring (15) sliding connection in outside joint rod (12), butt dish (16) with joint rod (12) tip fixed connection, joint ring (15) with butt dish (16) butt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121929870.9U CN216109909U (en) | 2021-08-17 | 2021-08-17 | Concrete floor supports transform structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121929870.9U CN216109909U (en) | 2021-08-17 | 2021-08-17 | Concrete floor supports transform structure |
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| Publication Number | Publication Date |
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| CN216109909U true CN216109909U (en) | 2022-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121929870.9U Active CN216109909U (en) | 2021-08-17 | 2021-08-17 | Concrete floor supports transform structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387635A (en) * | 2022-09-29 | 2022-11-25 | 中建八局第一建设有限公司 | System for preventing concrete flat slab floor basement overload collapses |
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2021
- 2021-08-17 CN CN202121929870.9U patent/CN216109909U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387635A (en) * | 2022-09-29 | 2022-11-25 | 中建八局第一建设有限公司 | System for preventing concrete flat slab floor basement overload collapses |
| CN115387635B (en) * | 2022-09-29 | 2023-07-25 | 中建八局第一建设有限公司 | System for preventing concrete girderless floor basement from overload collapse |
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