CN217812555U - Early steel column of tearing open of basement formwork - Google Patents
Early steel column of tearing open of basement formwork Download PDFInfo
- Publication number
- CN217812555U CN217812555U CN202221560802.4U CN202221560802U CN217812555U CN 217812555 U CN217812555 U CN 217812555U CN 202221560802 U CN202221560802 U CN 202221560802U CN 217812555 U CN217812555 U CN 217812555U
- Authority
- CN
- China
- Prior art keywords
- steel column
- column body
- bed hedgehopping
- sliding
- main board
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 68
- 239000010959 steel Substances 0.000 title claims abstract description 68
- 238000009415 formwork Methods 0.000 title claims abstract description 14
- 238000010030 laminating Methods 0.000 claims abstract description 9
- 239000006185 dispersion Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 239000004576 sand Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a basement formwork early tears steel column open, its technical scheme main points are: the steel column comprises a steel column body, wherein a fixed frame is fixedly arranged at the bottom of the steel column body, heightening components are arranged on two sides of the fixed frame in a sliding manner, and the heightening components slide along the fixed frame to heighten the steel column body so as to attach the top end of the steel column body to a floor slab; be provided with the bed hedgehopping subassembly through the both sides of mount, carry out bed hedgehopping to the steel column body through the bed hedgehopping subassembly that promotes both sides simultaneously, with the top and the floor laminating of steel column body bed hedgehopping to the steel column body, effectively improve the laminating degree of steel column body and floor, and then can reach the effect of the dispersion of face load, and the bed hedgehopping subassembly promotes the bed hedgehopping simultaneously through the both sides from the steel column body to the straightness that hangs down of steel column body is guaranteed at the in-process of bed hedgehopping steel column body.
Description
Technical Field
The utility model relates to a construction equipment technical field specifically is a basement formwork early tears steel column open.
Background
The early steel column of tearing open of basement formwork support is when basement structure construction, adopt the plank sheathing system work progress, can tear open earlier through setting up one kind and support the top and hold in the palm, the steel column assembly system that utilizes the structure beam bottom to add supports the back, can reach the effect of the dispersion of face load, for guaranteeing that basement roof does not appear the crack, guarantee the quality and the safety of engineering, because of the principle of the maximize utilization log and convenient construction, steel column length is less than the clear height of basement, can carry out the poor adjustment of height through lower part precast concrete mound, it is accurate to make steel column and floor laminating, abundant atress, but need wedge into the steel column and can make steel column and floor laminating accurate between current steel column and the concrete mound just, local height difference can't be adjusted through template and flitch.
SUMMERY OF THE UTILITY MODEL
To the problem of mentioning in the background art, the utility model aims at providing a basement formwork early tears steel column open to solve the problem of mentioning in the background art.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides a basement formwork early tears steel column open, includes the steel column body, the bottom fixed mounting of steel column body has the mount, and the equal slidable mounting in both sides of mount has the bed hedgehopping subassembly, slides along the mount through the bed hedgehopping subassembly and bed hedgehopping to the steel column body and realizes the top and the floor laminating of steel column body.
Preferably, the heightening component comprises a sliding main board, the sliding main board is slidably mounted at the bottom of the fixing frame, and a sliding auxiliary board is slidably mounted at the bottom of the sliding main board.
Preferably, one end of the sliding main plate and one end of the sliding auxiliary plate are inclined.
Preferably, a guide rail groove is formed in the fixing frame, the guide rail groove penetrates through the fixing frame, and a compensation assembly is arranged in the guide rail groove.
Preferably, the compensation assembly comprises a bolt, the bolt is arranged at one end of the guide rail groove and the bolt penetrates through the sliding main plate and is arranged along the lower part of the fixing frame, and the bolt is in threaded connection with the sliding main plate.
Preferably, a limiting ring is fixedly mounted on the bolt and below the fixing frame.
To sum up, the utility model discloses mainly have following beneficial effect:
1. be provided with the bed hedgehopping subassembly through the both sides of mount, bed hedgehopping subassembly through promoting both sides simultaneously carries out the bed hedgehopping to the steel column body, with the top and the floor laminating of steel column body bed hedgehopping to the steel column body, effectively improve the laminating degree of steel column body and floor, and then can reach the effect of the dispersion of face load, and the bed hedgehopping subassembly promotes the bed hedgehopping simultaneously through the both sides from the steel column body to guarantee the straightness that hangs down of steel column body at the in-process of bed hedgehopping steel column body.
2. Through at the guide rail inslot and be provided with compensation assembly, drive the mainboard that slides through rotatory bolt and remove in the removal space of mount to still there is intermittent type between steel column body and the floor, but the condition that a lower slip subplate can't be filled in carries out the altitude compensation, and then guarantees to closely laminate between the top surface of steel column body and the floor.
Drawings
Fig. 1 is a first plane schematic view of the present invention;
fig. 2 is a second plane schematic view of the present invention;
FIG. 3 is a perspective view of the present invention;
in the figure: 1. a steel column body; 2. a fixed mount; 3. a through groove; 4. a guide groove; 5. sliding the main board; 6. a convex strip; 7. a first chute; 8. a sliding sub-plate; 9. a guide strip; 10. a second chute; 11. a guide rail groove; 12. a bolt; 13. a limit ring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In one embodiment of the present invention, a basement formwork early-dismantling steel column is provided, as shown in fig. 1-2; the bottom of the steel column body 1 is fixedly provided with a fixed frame 2, the bottom of the fixed frame 2 is provided with a through groove 3, the side wall of the through groove 3 in the fixed frame 2 is provided with a guide groove 4, the through groove 3 is internally provided with a sliding main board 5, the two side edges of the sliding main board 5 are convexly provided with convex strips 6, the sliding main board 5 is slidably arranged at the bottom of the fixed frame 2 through the matching of the convex strips 6 and the guide groove 4, the bottom of the sliding main board 5 is provided with a first sliding groove 7, the first sliding groove 7 is T-shaped, the sliding auxiliary board 8 is slidably arranged in the first sliding groove 7, the top of the sliding auxiliary board 8 is convexly provided with a guide strip 9, the guide strip 9 is T-shaped and is matched with the first sliding groove 7, the sliding auxiliary board 8 is slidably arranged at the bottom of the sliding main board 5 through the matching of the guide strip 9 and the first sliding groove 7, the bottom of the sliding auxiliary board 8 is provided with a second sliding groove 10, the second sliding groove 10 is T-shaped and is matched with the guide strip 9, the second sliding grooves 10 are formed in the bottom of the sliding auxiliary plates 8 and used for stacking a plurality of sliding auxiliary plates 8, when the steel column body 1 needs to be heightened, the sliding main plates 5 and the sliding auxiliary plates 8 are pushed to move to the bottom of the steel column body 1 along the fixed frame 2, so that the steel column body 1 is heightened, the top of the steel column body 1 is attached to a floor slab to play a role in dispersing floor slab load, the sliding main plates 5 and the sliding auxiliary plates 8 are arranged on the two sides of the fixed frame 2, when the steel column body 1 is heightened, the sliding main plates 5 and the sliding auxiliary plates 8 on the two sides of the fixed frame 2 can be simultaneously pushed to approach the steel column body 1 to raise the height, the influence on the verticality of the steel column body 1 due to the inclination of the steel column to one side when the height is raised is avoided, and one ends of the sliding main plates 5 and the sliding auxiliary plates 8 and the end close to the steel column body 1 are set to be inclined, the main plate 5 and the auxiliary plate 8 which can slide conveniently are plugged between the bottom of the steel column and the concrete pier.
When the interval exists between the steel column body 1 and the floor slab but the next sliding auxiliary plate 8 cannot be plugged, the steel column is lifted by the compensation assembly, as shown in fig. 2-3; guide rail groove 11 has been seted up on mount 2 and the both sides that are located logical groove 3, guide rail groove 11 runs through mount 2 and is linked together with guide way 4, the equal slidable mounting in guide rail groove 11 and the both sides that are located slip mainboard 5 has bolt 12, the one end of bolt 12 runs through sand grip 6 and along the below to mount 2, bolt 12 and sand grip 6 threaded connection, bolt 12 is last and the below fixed mounting that is located mount 2 has spacing ring 13, spacing ring 13 and mount 2's diapire laminating, because the groove width of guide way 4 will be wider in the thickness of sand grip 6, and have the migration space between the cell wall of the roof of slip mainboard 5 and logical groove 3, after steel column body 1 bottom is through the bed hedgehopping of slip mainboard 5 with slip subplate 8, still there is the intermittent type between steel column body 1 and the floor, but the time can't be packed into of a slip subplate 8 down, accessible swivel bolt 12, make bolt 12 drive slip mainboard 5 through sand grip 6 and move down and carry out bed hedgehopping to steel column body 1 until steel column body 1's top and floor closely laminate, guarantee that steel column body 1 is when carrying out the support, can effectually reach the dispersion effect of floor.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a basement formwork early tears steel column open, includes the steel column body, its characterized in that: the bottom fixed mounting of steel column body has the mount, and the equal slidable mounting in both sides of mount has the bed hedgehopping subassembly, slides along the mount through the bed hedgehopping subassembly and steps up the top and the floor laminating that realize the steel column body to the steel column body.
2. The early steel column of dismantling of basement formwork of claim 1, characterized in that: the heightening component comprises a sliding main board, the sliding main board is slidably mounted at the bottom of the fixing frame, a cavity for accommodating the top end of the sliding main board is formed in the bottom of the fixing frame, and a sliding auxiliary board is slidably mounted at the bottom of the sliding main board.
3. The early steel column of dismantling of basement formwork of claim 2, characterized in that: one end of the sliding main plate and one end of the sliding auxiliary plate are inclined.
4. The early steel column of dismantling of basement formwork of claim 3, characterized in that: the guide rail groove is formed in the fixing frame, penetrates through the fixing frame and is internally provided with a compensation assembly.
5. The early steel column of dismantling of basement formwork support of claim 4, its characterized in that: the compensation assembly comprises a bolt, the bolt is arranged at one end of the guide rail groove and the bolt, penetrates through the sliding main board and is arranged below the fixing frame, the bolt is in threaded connection with the sliding main board, and the top end of the sliding main board and the top wall of the cavity of the fixing frame form a moving space.
6. The early steel column of dismantling of basement formwork support of claim 5, its characterized in that: and a limiting ring is fixedly arranged on the bolt and below the fixing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221560802.4U CN217812555U (en) | 2022-06-21 | 2022-06-21 | Early steel column of tearing open of basement formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221560802.4U CN217812555U (en) | 2022-06-21 | 2022-06-21 | Early steel column of tearing open of basement formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217812555U true CN217812555U (en) | 2022-11-15 |
Family
ID=83993041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221560802.4U Expired - Fee Related CN217812555U (en) | 2022-06-21 | 2022-06-21 | Early steel column of tearing open of basement formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217812555U (en) |
-
2022
- 2022-06-21 CN CN202221560802.4U patent/CN217812555U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208009888U (en) | A kind of high slidably building template of stability | |
| CN217812555U (en) | Early steel column of tearing open of basement formwork | |
| CN204876055U (en) | Building foundation | |
| CN111441584B (en) | Anti-sagging device for concrete pouring of inclined roof and construction method thereof | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN203755690U (en) | Vibrating device used for plate type structure concrete | |
| CN211278938U (en) | Bottom paving device, precast beam bottom die and precast beam construction device | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN210597794U (en) | Connecting device of prefabricated plate | |
| CN217711299U (en) | Superimposed sheet mosaic structure | |
| CN214574689U (en) | Novel precast concrete stair dry-type connected node | |
| CN212002245U (en) | Aluminum mould board and wood mould board combination reinforcing apparatus | |
| CN213014377U (en) | Basement roof seals post-cast strip structure in advance | |
| CN212026644U (en) | Construction equipment of roof beam board post-cast strip protection | |
| CN211736363U (en) | Stair template for building construction | |
| CN212176324U (en) | Ancient building roof board taking wooden rafters and wooden roof boarding as bottom die | |
| CN217734772U (en) | Liftable movable scaffold for staircase construction | |
| CN219732755U (en) | Device for supporting roof solar energy and railing concrete foundation formwork | |
| CN211547372U (en) | Guide rail structure for supervision hydraulic creeping formwork | |
| CN220116028U (en) | Lifting device for assembled laminated slab | |
| CN212294363U (en) | Integral template for T-beam pouring | |
| CN214461637U (en) | Upper and lower adjustable closes building carrier plate | |
| CN215107303U (en) | Novel post-cast strip template structure | |
| CN213979443U (en) | Leveling keel system | |
| CN218346446U (en) | Wall-attached backing plate covering heat-insulating layer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221115 |