CN215406824U - Supporting structure of steel bar truss floor bearing plate - Google Patents
Supporting structure of steel bar truss floor bearing plate Download PDFInfo
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- CN215406824U CN215406824U CN202121725429.9U CN202121725429U CN215406824U CN 215406824 U CN215406824 U CN 215406824U CN 202121725429 U CN202121725429 U CN 202121725429U CN 215406824 U CN215406824 U CN 215406824U
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- steel bar
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 230000000694 effects Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 239000010410 layer Substances 0.000 description 6
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to a bearing structure of steel bar truss floor board, include the bottom template and weld the steel bar truss in the bottom template, the bottom of bottom template is equipped with two support frames, two the both ends of bottom template diapire are located respectively to the support frame, two be equipped with adjustable supporting component between the support frame, adjustable supporting component's top and the diapire looks butt of bottom template, be equipped with the fixed subassembly that is used for supporting adjustable supporting component on the support frame. Thereby this application has the steel bar truss according to not unidimensional and adjusts adjustable supporting component for adjustable supporting component supports the steel bar truss, and fixed subassembly is fixed the supporting component, thereby strengthens the support nature of supporting component, need not to install the scaffold frame, simple operation's effect.
Description
Technical Field
The application relates to the field of constructional engineering, in particular to a supporting structure of a steel bar truss floor bearing plate.
Background
The steel bar truss is formed by connecting steel bars serving as an upper chord, a lower chord and web members through resistance spot welding. The steel bar truss and the bottom plate are connected into a whole combined bearing plate through resistance electric welding, and the combined bearing plate is called a steel bar truss floor bearing plate. The steel bar truss floor support plate realizes mechanized production, is favorable for uniform arrangement intervals of steel bars and uniform thickness of a concrete protective layer, and improves the construction quality of a floor slab.
At present, steel bar truss building carrier plate belongs to no support die mould combination building carrier plate, steel bar truss is at background processing field design processing, the site operation needs use the toggle pin with the contour plate earlier and fixes on the girder steel, place steel bar truss again and carry out the ligature, pour the concrete after checking and accepting, during the great steel bar truss building carrier plate construction of span, even steel bar truss building carrier plate supports span and satisfies the design and allows exempting from a mould span requirement, also need to set up interim support in striding, interim support is by the steel pipe, the jackscrew, the square timber is constituteed, for great amount of deflection can not appear in the building carrier plate when guaranteeing to pour.
Set up full house scaffold frame in the bottom of steel bar truss building carrier plate not only occupies a large amount of steel pipe scaffold frame, but also need a large amount of manpowers, time to carry out scaffold frame and set up, and it is inconvenient to correspond the construction in later stage, and has exempt from to prop up the mould characteristic to steel bar truss building carrier plate self, and it will be a very big waste to set up full house scaffold frame from construction safety angle.
Disclosure of Invention
In order to solve the inconvenient problem of construction, this application provides a bearing structure of steel bar truss floor.
The application provides a bearing structure of steel bar truss floor bearing plate adopts following technical scheme:
the utility model provides a bearing structure of steel bar truss floor board, includes the bottom template and welds the steel bar truss in the bottom template, the bottom of bottom template is equipped with two support frames, two the both ends of bottom template diapire are located respectively to the support frame, two be equipped with adjustable supporting component between the support frame, adjustable supporting component's top and the diapire looks butt of bottom template, be equipped with the fixed subassembly that is used for supporting adjustable supporting component on the support frame.
Through adopting above-mentioned technical scheme, thereby adjust adjustable supporting component according to not unidimensional steel bar truss for adjustable supporting component supports steel bar truss, and fixed subassembly is fixed supporting component, thereby strengthens supporting component's support nature, need not to install scaffold frame, the simple operation.
Preferably, the adjustable supporting component comprises a first connecting plate and a second connecting frame, a sliding groove is formed in the bottom end of the first connecting plate, the second connecting frame is arranged in the sliding groove in a sliding mode, a first supporting block is arranged at the top of the first connecting plate, a second supporting block is arranged in the second connecting frame, and a driving component for driving the second supporting block to move up and down is arranged on the second connecting frame.
Through adopting above-mentioned technical scheme, thereby adjust the distance between two support frames through pulling second connecting frame, be applicable to the support frame that supports different length for it is more convenient to install.
Preferably, a plurality of clamping grooves are formed in the first connecting plate and communicated with the sliding groove, the clamping grooves are arranged at equal intervals along the length direction of the first connecting plate, and one end of the second connecting frame is rotatably connected with a clamping block.
Through adopting above-mentioned technical scheme, rotate the fixture block after confirming the interval between first connecting plate and the second connecting frame for the fixture block card is in the draw-in groove, thereby prevents that the second connecting frame from continuing to remove, influences the support to steel bar truss.
Preferably, gaskets are arranged at the top ends of the first supporting block and the second supporting block and are abutted against the bottom end of the bottom formwork.
Through adopting above-mentioned technical scheme, the gasket has increased the frictional force between first supporting shoe and second supporting shoe and the bottom template, has reduced the wearing and tearing that first supporting shoe and second supporting shoe produced the bottom template.
Preferably, the driving assembly comprises a supporting plate arranged at the bottom of the second connecting frame, the second supporting block is arranged at the top end of the supporting plate, the top end of the second supporting block is lower than the top end of the second connecting frame, a rotating rod is arranged at the bottom end of the second supporting block, and the rotating rod penetrates through the supporting plate and is in threaded connection with the supporting plate.
Through adopting above-mentioned technical scheme, make the bottom looks butt of second supporting shoe and bottom template through rotating the dwang to more comprehensive support steel bar truss.
Preferably, a plurality of screw hole has been seted up to support frame top-down equidistance, first opening has been seted up to the one end of first carriage, is close to the support frame of first carriage passes first opening setting, the second opening has been seted up to the one end of second carriage, is close to the support frame of second carriage passes the second opening setting, wears to be equipped with the first bolt that is used for joint support frame on the first carriage, wears to be equipped with the second bolt that is used for joint support frame on the second carriage.
Through adopting above-mentioned technical scheme, through reciprocating first connecting block, can change adjustable supporting component's height to be applicable to different support demands.
Preferably, the fixed subassembly includes limiting plate and two layer boards, the limiting plate is vertical to be fixed on the bottom template, be equipped with the spacing hole of a plurality of on the limiting plate, two layer boards are connected respectively in the both sides of first connecting plate, wear to be equipped with the connecting rod that is used for connecting two layer boards in the spacing hole.
Through adopting above-mentioned technical scheme, two layer boards are fixed on the limiting plate, thereby the layer board is withheld first connecting plate and is avoided first connecting plate and second connecting block junction to take place not hard up.
Preferably, a plurality of connecting rings are respectively arranged on two sides of the first connecting plate, the connecting rings on the two sides of the first connecting plate are in one-to-one correspondence, and a hook is arranged at one end of the supporting plate and hooks the connecting rings.
Through adopting above-mentioned technical scheme, the link is hooked to the layer board and is supported first connecting plate, selects the couple of hooking center department according to the distance between first connecting plate and the second link span to avoid first connecting plate and second connecting block junction to take place to become flexible.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the adjustable supporting component is adjusted according to the steel bar trusses with different sizes, so that the adjustable supporting component supports the steel bar trusses, and the fixing component fixes the supporting component, so that the supporting performance of the supporting component is enhanced;
2. through reciprocating first connecting block, can change adjustable supporting component's height to be applicable to different support demands.
Drawings
Fig. 1 is a schematic structural diagram of an overall supporting structure of a steel bar truss floor slab in an embodiment of the present application.
Fig. 2 is an exploded view of a support structure of a steel bar truss floor slab in an embodiment of the present application.
Fig. 3 is an enlarged view of a portion a in fig. 2.
Fig. 4 is an enlarged view of a portion B in fig. 2.
Description of reference numerals: 1. a bottom form; 2. a steel bar truss; 3. a support frame; 4. an adjustable support assembly; 41. a first connecting plate; 42. a second connection frame; 43. a chute; 44. a first support block; 45. a second support block; 46. a drive assembly; 461. a support plate; 462. rotating the rod; 5. a fixing assembly; 51. a limiting plate; 52. a support plate; 53. a limiting hole; 54. a connecting rod; 6. a card slot; 7. a clamping block; 8. a gasket; 9. a threaded hole; 10. a first port; 11. a second port; 12. a first bolt; 13. a second bolt; 14. a connecting ring; 15. and (4) hanging hooks.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses bearing plate's bearing plate.
Referring to fig. 1 and 2, a support structure of a steel bar truss floor slab comprises a bottom formwork 1 and a steel bar truss 2, wherein the steel bar truss 2 is welded to the top end of the bottom formwork 1. The bottom of bottom plate module is equipped with two support frames 3, is equipped with adjustable supporting component 4 between two support frames 3, and the top of adjustable supporting component 4 and the bottom of bottom template 1 butt. The adjustable supporting assembly 4 includes a first connection plate 41 and a second connection frame 42, and the first connection plate 41 and the second connection frame 42 are sequentially disposed along the length direction of the bottom mold plate 1. The bottom end of the first connecting plate 41 is provided with a sliding slot 43, and the second connecting frame 42 is inserted into the sliding slot 43 and slides in the sliding slot 43. The two support frames 3 are respectively arranged at one end of the first connecting plate 41 far away from the second connecting frame 42 and one end of the second connecting frame 42 far away from the first connecting plate 41. Specifically, a plurality of threaded holes 9 are formed in the support frame 3, and the threaded holes 9 are arranged at equal intervals from top to bottom. First opening 10 has been seted up to the one end that second carriage 42 was kept away from to first linkage block, and support frame 3 that is close to first linkage block passes first opening 10 setting, and wears to be equipped with first bolt 12 that is used for connecting support frame 3 on the first linkage block. The second connection frame 42 is far away from the one end of first connecting block and has been seted up second through-hole 11, and the support frame 3 that is close to second connection frame 42 passes second through-hole 11 and sets up, and wears to be equipped with the second bolt 13 that is used for connecting support frame 3 on the second connection frame 42. The adjustable supporting component 4 is adjusted to different heights according to different requirements.
Referring to fig. 2 and 3, a plurality of slots 6 are formed on an outer side wall of the first connecting plate 41, and the slots 6 are equidistantly arranged along a length direction of the first connecting plate 41. The plurality of clamping grooves 6 are all communicated with the sliding groove 43, and the openings of the clamping grooves 6 face downwards. One end of the second connecting frame 42 penetrating into the sliding groove 43 is connected with a fixture block 7, and the fixture block 7 is rotatably connected to the second connecting frame 42 through a rotating shaft. The distance between the two support frames 3 is adjusted, and the fixture block 7 is rotated after the distance is determined, so that the fixture block 7 is clamped in the corresponding clamping groove 6, and the second connecting frame 42 is prevented from sliding in the sliding groove 43.
Referring to fig. 2 and 3, the top end of the first connecting plate 41 is provided with a first supporting block 44, the top end of the first supporting block 44 abuts against the bottom end of the bottom formwork 1, and the first supporting block 44 supports the bottom formwork 1. A second supporting block 45 is arranged in the second connecting frame 42, and a driving component 46 for driving the second supporting block 45 to move up and down is arranged in the second connecting frame 42. Specifically, the driving assembly 46 includes a supporting plate 461, and the supporting plate 461 is fixedly disposed at the bottom of the second connecting frame 42. A rotating rod 462 is arranged on the supporting plate 461 in a penetrating way from bottom to top, and the rotating rod 462 is in threaded connection with the supporting plate 461. The second supporting block 45 is disposed at the top end of the supporting plate 461, and when the second supporting block 45 is located in the sliding slot 43, the top end of the second supporting block 45 is lower than the top end of the second connecting frame 42. The first support block 44 and the second support block 45 are both cylindrical support blocks. The rotating rod 462 is fixedly connected to the second supporting block 45, and the second supporting block 45 located outside the sliding groove 43 is abutted to the bottom die plate 1 by rotating the rotating rod 462 corresponding to the second supporting block 45. In order to reduce the abrasion of the first supporting block 44 and the second supporting block 45 to the bottom formwork 1, the top ends of the first supporting block 44 and the second supporting block 45 are respectively provided with a gasket 8, and the gaskets 8 are abutted against the bottom end of the bottom formwork 1.
Referring to fig. 2 and 4, the supporting frame 3 is provided with a fixing assembly 5 for supporting the adjustable supporting assembly 4. The fixed assembly 5 comprises a limiting plate 51 and two supporting plates 52, the limiting plate 51 is fixedly arranged at the bottom end of the bottom formwork 1, and the limiting plate 51 is vertically arranged. The limiting plate 51 is provided with a plurality of limiting holes 53, and the two supporting plates 52 are respectively arranged on two sides of the first connecting plate 41. The connecting rod 54 penetrates through the limiting hole 53, the connecting rod 54 penetrates through one ends of the two supporting plates 52, the two supporting plates 52 are fixed on the limiting plate 51 through the connecting rod 54, and the connecting rod 54 is a bolt. A plurality of connection rings 14 are respectively disposed at both sides of the first connection plate 41, and the connection rings 14 at both sides of the first connection plate 41 correspond one to one. The end of the support plate 52 far away from the connecting rod 54 is provided with a hook 15, and the hook 15 on the support plate 52 hooks the connecting ring 14, thereby supporting the joint of the first connecting plate 41 and the second connecting plate.
The implementation principle of the support structure of the steel bar truss floor bearing plate in the embodiment of the application is as follows: the interval between the first connection plate 41 and the second connection frame 42 is adjusted according to the length of the bottom mold plate 1, and the second support block 45 supports the bottom mold plate 1 by rotating the rotation lever 462. After the position of the second connection frame 42 is fixed, the first connection plate 41 is fixed to the stopper plate 51 by the support plate 52, thereby supporting the connection between the first connection plate 41 and the second connection block. The device installation, regulation all are comparatively convenient, have solved the inconvenient problem of construction.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a bearing structure of steel bar truss floor board, includes bottom template (1) and welds steel bar truss (2) on bottom template (1), its characterized in that: the bottom of bottom template (1) is equipped with two support frames (3), two the both ends of bottom template (1) diapire are located respectively in support frame (3), two be equipped with adjustable supporting component (4) between support frame (3), the diapire looks butt of the top of adjustable supporting component (4) and bottom template (1), be equipped with fixed subassembly (5) that are used for supporting adjustable supporting component (4) on support frame (3).
2. The support structure for a slab of a steel bar truss floor according to claim 1, wherein: the adjustable supporting assembly (4) comprises a first connecting plate (41) and a second connecting frame (42), a sliding groove (43) is formed in the bottom end of the first connecting plate (41), the second connecting frame (42) is arranged in the sliding groove (43) in a sliding mode, a first supporting block (44) is arranged at the top of the first connecting plate (41), a second supporting block (45) is arranged in the second connecting frame (42), and a driving assembly (46) for driving the second supporting block (45) to move up and down is arranged on the second connecting frame (42).
3. The support structure for a slab of a steel bar truss building according to claim 2, wherein: a plurality of clamping grooves (6) are formed in the first connecting plate (41), the clamping grooves (6) are communicated with the sliding grooves (43), the clamping grooves (6) are arranged along the length direction of the first connecting plate (41) at equal intervals, and one end of the second connecting frame (42) is rotatably connected with a clamping block (7).
4. The support structure for a slab of a steel bar truss building according to claim 2, wherein: the top ends of the first supporting block (44) and the second supporting block (45) are respectively provided with a gasket (8), and the gaskets (8) are abutted to the bottom end of the bottom template (1).
5. The support structure for a slab of a steel bar truss building according to claim 2, wherein: the driving assembly (46) comprises a supporting plate (461) arranged at the bottom of the second connecting frame (42), the second supporting block (45) is arranged at the top end of the supporting plate (461), the top end of the second supporting block (45) is lower than the top end of the second connecting frame (42), a rotating rod (462) is arranged at the bottom end of the second supporting block (45), and the rotating rod (462) penetrates through the supporting plate (461) and is in threaded connection with the supporting plate (461).
6. The support structure for a slab of a steel bar truss building according to claim 2, wherein: a plurality of screw hole (9) have been seted up to support frame (3) top-down equidistance, first opening (10) have been seted up to the one end of first linking block, are close to support frame (3) of first linking block pass first opening (10) setting, second opening (11) have been seted up to the one end of second linking frame (42), are close to support frame (3) of second linking frame (42) pass second opening (11) setting, wear to be equipped with first bolt (12) that are used for linking bridge frame (3) on the first linking block, wear to be equipped with second bolt (13) that are used for linking bridge frame (3) on second linking frame (42).
7. The support structure for a slab of a steel bar truss floor according to claim 3, wherein: fixed subassembly (5) include limiting plate (51) and two layer boards (52), limiting plate (51) are vertical to be fixed on bottom template (1), be equipped with the spacing hole of a plurality of (53) on limiting plate (51), two layer boards (52) are connected respectively in the both sides of first connecting plate (41), wear to be equipped with connecting rod (54) that are used for connecting two layer boards (52) in spacing hole (53).
8. The support structure for a slab of a steel bar truss floor according to claim 7, wherein: the connecting device is characterized in that a plurality of connecting rings (14) are respectively arranged on two sides of the first connecting plate (41), the connecting rings (14) on the two sides of the first connecting plate (41) correspond to one another one by one, a hook (15) is arranged at one end of the supporting plate (52), and the hook (15) is hooked on the connecting rings (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121725429.9U CN215406824U (en) | 2021-07-27 | 2021-07-27 | Supporting structure of steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121725429.9U CN215406824U (en) | 2021-07-27 | 2021-07-27 | Supporting structure of steel bar truss floor bearing plate |
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| Publication Number | Publication Date |
|---|---|
| CN215406824U true CN215406824U (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121725429.9U Expired - Fee Related CN215406824U (en) | 2021-07-27 | 2021-07-27 | Supporting structure of steel bar truss floor bearing plate |
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| Country | Link |
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| CN (1) | CN215406824U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142603A (en) * | 2022-03-31 | 2022-10-04 | 安徽睿晟诺建筑材料科技有限公司 | Position adjustment formula steel bar truss building carrier plate of being convenient for |
-
2021
- 2021-07-27 CN CN202121725429.9U patent/CN215406824U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142603A (en) * | 2022-03-31 | 2022-10-04 | 安徽睿晟诺建筑材料科技有限公司 | Position adjustment formula steel bar truss building carrier plate of being convenient for |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220104 |
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| CF01 | Termination of patent right due to non-payment of annual fee |