CN220226274U - Plate thickness control device for assembled floor - Google Patents

Plate thickness control device for assembled floor Download PDF

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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
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CN
China
Prior art keywords
elevation
steel bar
platform
truss
control device
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Active
Application number
CN202321534387.XU
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Chinese (zh)
Inventor
庄银平
林丹
孙浩
赵永华
陈苏闽
张乾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CSCEC Strait Construction and Development Co Ltd
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CSCEC Strait Construction and Development Co Ltd
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Priority to CN202321534387.XU priority Critical patent/CN220226274U/en
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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

Plate thickness control device for assembled floor
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).
CN202321534387.XU 2023-06-15 2023-06-15 Plate thickness control device for assembled floor Active CN220226274U (en)

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)

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