CN220226274U - Plate thickness control device for assembled floor - Google Patents
Plate thickness control device for assembled floor Download PDFInfo
- Publication number
- CN220226274U CN220226274U CN202321534387.XU CN202321534387U CN220226274U CN 220226274 U CN220226274 U CN 220226274U CN 202321534387 U CN202321534387 U CN 202321534387U CN 220226274 U CN220226274 U CN 220226274U
- Authority
- CN
- China
- Prior art keywords
- elevation
- steel bar
- platform
- truss
- control device
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000011065 in-situ storage Methods 0.000 abstract description 10
- 238000009413 insulation Methods 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
The utility model discloses an assembled floor slab thickness control device, which belongs to the technical field of constructional engineering and comprises a laminated slab, wherein a plurality of truss ribs are transversely distributed on the laminated slab, and a slab thickness adjusting device is arranged on the truss ribs; the plate thickness adjusting device comprises elevation steel bars and an elevation platform; the bottom end of the elevation steel bar is connected to the truss steel bar, and the top end of the elevation steel bar is connected with an elevation platform. The thickness of the floor slab of the cast-in-situ layer can be determined according to the design requirements through the lengths of the reinforcing steel bars with different elevations, and the strength, the rigidity and the sound insulation performance of the floor slab are improved.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an assembled floor slab thickness control device.
Background
The assembled floor slab is a floor slab structure consisting of prefabricated laminated slabs and concrete layers cast in situ, and has the advantages of rapid construction, stable quality, material saving and the like. However, the thickness of the concrete layer cast in place is often difficult to control, resulting in the strength, stiffness and sound insulation properties of the floor slab being affected. Therefore, there is a need for an apparatus that can effectively control the thickness of a cast-in-place layer.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model aims to provide the plate thickness control device for the assembled floor, which can adjust the thickness of the floor of the cast-in-situ layer according to design requirements, improve the quality and efficiency of the floor, simplify the construction process and reduce the cost.
To achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides an assembled floor slab thickness control device, which comprises a laminated slab, wherein a plurality of truss ribs are transversely distributed on the laminated slab, and a slab thickness adjusting device is arranged on the truss ribs; the plate thickness adjusting device comprises elevation steel bars and an elevation platform; the bottom end of the elevation steel bar is connected to the truss steel bar, and the top end of the elevation steel bar is connected with an elevation platform.
The preferable technical scheme of the utility model is that the elevation platform can move up and down on the elevation steel bar to adjust the height.
The preferable technical scheme of the utility model is that the bottom end of the elevation platform is provided with a platform cap buckle, and the platform cap buckle is buckled at the top end of the elevation steel bar.
The preferable technical scheme of the utility model is that the platform cap buckle is in threaded connection with the elevation steel bar.
The plate thickness adjusting device is rotatably mounted on the truss rib.
The preferable technical scheme of the utility model is that a rotary joint is welded at the bottom end of the elevation steel bar, and the rotary joint is sleeved on the truss steel bar.
The beneficial effects of the utility model are as follows:
1. according to the plate thickness control device for the assembled floor, the thickness of the floor of the cast-in-situ layer can be determined according to the design requirements through the lengths of the reinforcing steel bars with different elevations, and the strength, the rigidity and the sound insulation performance of the floor are improved;
2. the elevation steel bars are used for roughly positioning the thickness of the floor slab, the height difference exists when the laminated slab is installed, fine adjustment can be carried out by rotating the elevation platforms, and all the elevation platforms are located on the same plane;
3. the elevation steel bar is rotatably arranged on the truss steel bar through the rotary joint, and the elevation steel bar and the truss steel bar are positioned on the same plane after being rotated when the superimposed sheet is loaded and transported, so that the effect of elevation is achieved after transportation and hoisting are completed.
Drawings
FIG. 1 is a schematic installation view of a plate thickness adjusting device in casting according to the present utility model;
FIG. 2 is a schematic view showing installation of a plate thickness adjusting device in transportation of superimposed sheets according to the present utility model;
FIG. 3 is a schematic view of the structure of the plate thickness adjusting device of the present utility model;
in the figure:
1. superimposed sheets; 2. truss ribs; 3. a plate thickness adjusting device; 4. elevation steel bars; 5. elevation platform; 6. a platform cap buckle; 7. and (5) rotating the joint.
Detailed Description
The technical scheme of the utility model is further described below by the specific embodiments with reference to the accompanying drawings.
As shown in the figure, the embodiment provides an assembled floor slab thickness control device, which comprises a laminated slab 1, wherein a plurality of truss ribs 2 are transversely distributed on the laminated slab 1, and a slab thickness adjusting device 3 is arranged on the truss ribs 2; the plate thickness adjusting device 3 is positioned at a plurality of position points of the laminated plate 1 and can play a role in elevation at each position, and the plate thickness adjusting device 3 comprises elevation steel bars 4 and an elevation platform 5; the bottom end of the elevation steel bar 4 is connected to the truss steel bar 2, and the top end of the elevation steel bar 4 is connected with an elevation platform 5. The elevation steel bar 4 is vertical to the laminated slab 1, the top surface height of the elevation platform 5 is the thickness of the cast-in-situ layer, concrete is poured on the laminated slab 1, and the thickness of the cast-in-situ layer is limited by the elevation platform 5.
The elevation platform 5 can move up and down on the elevation steel bar 4 to adjust the height. The bottom end of the elevation platform 5 is provided with a platform cap buckle 6, and the platform cap buckle 6 is buckled at the top end of the elevation steel bar 4. The platform cap buckle 6 is in threaded connection with the elevation steel bar 4. The elevation steel bars 4 are used for roughly positioning the thickness of the floor slab, the height difference exists when the laminated slab 1 is installed, fine adjustment can be carried out by rotating the elevation platforms 5, each elevation platform 5 is located on the same plane, and the thickness of a cast-in-situ layer is guaranteed to be the same.
The plate thickness adjusting device 3 is rotatably mounted to the truss rib 2. The bottom end of the elevation steel bar 4 is welded with a rotary joint 7, and the rotary joint 7 is sleeved on the truss steel bar 2. The elevation steel bar 4 is rotatably arranged on the truss steel bar 2 through the rotary joint 7, and the elevation steel bar 4 and the truss steel bar 2 are positioned on the same plane by rotating by 90 degrees when the laminated slab 1 is loaded and transported, so that the effect of elevation is achieved by rotating after the transportation and hoisting is finished.
The working principle of the utility model is as follows:
the integrated forming of superimposed sheet 1 and truss muscle 2, elevation reinforcing bar 4 rotate through rotary joint 7 and install in truss muscle 2, when cast in situ concrete, rotate the position that is perpendicular with superimposed sheet 1 with elevation reinforcing bar 4 to adjust the height of elevation platform 5 according to the design requirement, make its and the superimposed sheet 1 between the distance equal to the design thickness of cast-in-situ layer. And then casting concrete on the laminated slab 1, and using the elevation platform 5 as a mould to limit the thickness of the cast-in-situ layer, thus completing the installation of the assembled floor.
While the utility model has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the utility model. The utility model is not to be limited by the specific embodiments disclosed herein, and other embodiments are within the scope of the utility model as defined by the claims of the present application.
Claims (6)
1. The utility model provides an assembled floor thick controlling means which characterized in that:
the plate thickness adjusting device comprises a laminated plate (1), wherein a plurality of truss ribs (2) are transversely distributed on the laminated plate (1), and plate thickness adjusting devices (3) are installed on the truss ribs (2);
the plate thickness adjusting device (3) comprises elevation steel bars (4) and an elevation platform (5);
the bottom end of the elevation steel bar (4) is connected to the truss steel bar (2), and the top end of the elevation steel bar (4) is connected with an elevation platform (5).
2. The fabricated panel thickness control device according to claim 1, wherein:
the elevation platform (5) can move up and down on the elevation steel bar (4) to adjust the height.
3. The fabricated panel thickness control device according to claim 2, wherein:
the bottom end of the elevation platform (5) is provided with a platform cap buckle (6), and the platform cap buckle (6) is buckled at the top end of the elevation steel bar (4).
4. A fabricated panel thickness control device according to claim 3, wherein:
the platform cap buckle (6) is in threaded connection with the elevation steel bar (4).
5. The fabricated panel thickness control device according to claim 1 or 4, wherein:
the plate thickness adjusting device (3) is rotatably mounted on the truss rib (2).
6. The fabricated panel thickness control device according to claim 5, wherein:
the bottom end of the elevation steel bar (4) is welded with a rotary joint (7), and the rotary joint (7) is sleeved on the truss steel bar (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321534387.XU CN220226274U (en) | 2023-06-15 | 2023-06-15 | Plate thickness control device for assembled floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321534387.XU CN220226274U (en) | 2023-06-15 | 2023-06-15 | Plate thickness control device for assembled floor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220226274U true CN220226274U (en) | 2023-12-22 |
Family
ID=89179574
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321534387.XU Active CN220226274U (en) | 2023-06-15 | 2023-06-15 | Plate thickness control device for assembled floor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220226274U (en) |
-
2023
- 2023-06-15 CN CN202321534387.XU patent/CN220226274U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US11085186B2 (en) | Thermal-insulated exterior wall boards, dedicated molds and making methods thereof | |
CN107322768A (en) | Precast prestressed thermal insulation external wall panel, particular manufacturing craft and preparation method thereof | |
CN201217872Y (en) | Prefabricated stacking floor | |
CN108661225A (en) | A kind of height-adjustable precast concrete laminated floor slab | |
CN206953253U (en) | Precast prestressed thermal insulation external wall panel and particular manufacturing craft | |
CN220226274U (en) | Plate thickness control device for assembled floor | |
JP2000345515A (en) | High-strength light composite girder bridge and construction method therefor | |
CN210216896U (en) | Prefabricated plate skeleton and prefabricated plate | |
CN202064636U (en) | Closed stair formwork erecting device | |
CN216865649U (en) | Multi-rib prefabricated bottom plate for reinforced concrete bidirectional laminated slab | |
CN216586129U (en) | Prefabricated assembled steel and concrete composite beam adopting contact surface of reinforcing beam | |
CN115680294A (en) | Preparation and installation method of assembly type exterior wall disassembly-free template | |
CN102296969B (en) | Tunnel compartment wall lining construction method | |
CN212926589U (en) | Assembly type formwork-dismantling-free structural body formwork and cast-in-place formwork-dismantling-free structural body | |
CN109267699B (en) | Assembled beam slab and construction method | |
CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
WO2020181716A1 (en) | Precast-slab frame and precast slab | |
CN105839824B (en) | Shed deckhead construction method | |
CN111851804A (en) | Assembly type formwork-dismantling-free structural body formwork and cast-in-place formwork-dismantling-free structural body | |
CN207160052U (en) | A kind of skewback for connecting arcuate bead steel construction | |
CN115419190B (en) | Construction method of cast-in-place concrete combined structure of superposed wall | |
CN112482637A (en) | GRC disassembly-free template for pouring concrete beam plate | |
CN110748221A (en) | Prefabricated assembled pond guide wall | |
CN108661224A (en) | A kind of height-adjustable assembly concrete laminated floor slab | |
CN220377534U (en) | Prefabricated unidirectional laminated slab anchoring support beam structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |