Pouring plate thickness monitoring device

Abstract

The utility model relates to the technical field of floor thickness control, and discloses a pouring plate thickness monitoring device which comprises a hanging ring, a connecting piece, a stand column and a fixed base. The stand column is arranged on the side, away from the fixed base, of the connecting piece, the hanging ring is connected with the connecting piece, and plate thickness marks are arranged on the connecting piece. The fixing base is detachably connected with the connecting piece, the fixing base is used for fixing the connecting piece, the floor slab is directly placed on a formwork through the fixing base, then the thickness of a cement layer of the floor slab is calibrated through connection of the connecting piece and the fixing base, and then passing is carried out. The technical problems that in the prior art, shot points damage the formwork and influence the working efficiency are solved, and the technical effects that the formwork is not prone to being damaged, and the working efficiency is high are achieved.

Description

Technical Field

[0001] This utility model relates to the field of floor slab thickness control technology, and in particular to a device for monitoring the thickness of cast-in-place slabs. Background Technology

[0002] Most existing blasting points are cylindrical blasting points made of concrete. Before pouring, the blasting points are fixed to the slab surface with nails and poured together with the main body. During pouring, the height difference between the concrete and the cylindrical blasting point is observed until the height of the concrete is the same as the height of the cylindrical blasting point. Then the blasting point is removed.

[0003] The existing concrete blasting points are generally fixed to the formwork before pouring, and the fixing method is mostly to nail them to the formwork. This practice will seriously affect the efficiency of removing the formwork and will cause additional damage to the formwork during removal, reducing the reuse rate of the formwork. Utility Model Content

[0004] The purpose of this invention is to provide a slab thickness monitoring device to solve the technical problems of blasting point damage to formwork and reduced work efficiency in the prior art.

[0005] To solve the above-mentioned technical problems, this utility model provides a slab thickness monitoring device, including a lifting ring, a connector, a column and a fixed base;

[0006] The column is located on the side of the connector away from the fixed base, the lifting ring is connected to the connector, and the connector is marked with plate thickness.

[0007] The fixing base is detachably connected to the connector, and the fixing base is used to fix the connector.

[0008] In an optional embodiment, the connector includes a pole and a steel plate;

[0009] The lifting ring and the column are respectively disposed on both sides of the steel plate, and the column and the lifting ring are respectively connected to the steel plate.

[0010] In an optional embodiment, the axis of the column is aligned with the axis of the steel plate.

[0011] In an optional embodiment, the pole and the steel plate are arranged vertically.

[0012] In an optional embodiment, the fixed base includes legs and support columns;

[0013] One end of the support column is connected to the leg frame, and the other end of the support column is detachably connected to the upright column.

[0014] In an optional embodiment, the axis of the support column is arranged to coincide with the axis of the upright column.

[0015] In an optional embodiment, the support column is arranged perpendicular to the plane of the tripod.

[0016] In an optional embodiment, the tripod includes crossbars and diagonal bars;

[0017] Multiple crossbars are provided, and the multiple crossbars are spaced apart along the axial direction of the support column. The multiple crossbars are provided on the same plane. Each crossbar is connected to a diagonal bar on the side away from the support column, and each diagonal bar is set at an angle to the crossbar.

[0018] In an optional embodiment, the surfaces on which the plurality of crossbars are located are arranged perpendicular to the axis of the support column.

[0019] In an optional embodiment, the diagonal bar is set at an obtuse angle to the horizontal bar, and the end of the diagonal bar facing away from the horizontal bar abuts against the ground.

[0020] This utility model provides a slab thickness monitoring device, including a lifting ring, a connector, a column, and a fixed base. The column is located on the side of the connector facing away from the fixed base. The lifting ring is connected to the connector, and the connector has a slab thickness mark. The fixed base is detachably connected to the connector and is used to fix the connector. The device is placed directly on the formwork, and the thickness of the slab cement layer is determined by the connection between the connector and the fixed base. This invention solves the technical problems of damage to the formwork and reduced work efficiency caused by blasting points in existing technologies, achieving the technical effect of less damage to the formwork and higher work efficiency. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the structure of the slab thickness monitoring device mentioned in the embodiments of this utility model;

[0022] Figure 2 This is another structural schematic diagram of the slab thickness monitoring device mentioned in the embodiments of this utility model.

[0023] In the diagram, 1-lifting ring; 2-column; 3-steel plate; 4-leg; 5-support column; 6-nut. Detailed Implementation

[0024] The specific embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples. The following examples are used to illustrate this utility model, but are not intended to limit the scope of this utility model.

[0025] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0026] In related technologies, concrete blasting points are usually fixed to the formwork before pouring. The fixing method is mostly to nail the formwork. This practice will seriously affect the efficiency of removing the formwork and will cause additional damage to the formwork during removal, reducing the reuse rate of the formwork.

[0027] In view of this, such as Figure 1 and Figure 2 As shown in some embodiments of this utility model, a slab thickness monitoring device includes a lifting ring 1, a connector, a column 2, and a fixed base. The column 2 is located on the side of the connector facing away from the fixed base. The lifting ring 1 is connected to the connector, and the connector has a slab thickness mark. The fixed base is detachably connected to the connector and is used to fix the connector. The device is placed directly on the formwork, and the thickness of the slab cement layer is determined by the connection between the connector and the fixed base. This device solves the technical problems of damage to the formwork and reduced work efficiency caused by blasting points in the prior art, achieving the technical effect of less damage to the formwork and higher work efficiency.

[0028] In an optional embodiment, the lifting ring 1, the connecting member, and the fixed base can all be made of metal. The connecting member includes a column 2 and a steel plate 3. The steel plate 3 can be circular, and the column 2 is vertically welded to the center of the steel plate 3. The lifting ring 1 can be welded to the center of the other side of the steel plate 3. The lifting ring 1 can be annular, elliptical, triangular, or other shapes, so that the steel plate 3 and the column 2 can be moved by the lifting ring 1. Further, the fixed base includes a frame 4 and a support column 5. The frame 4 can include a horizontal bar and a diagonal bar, which are set at an obtuse angle. The horizontal bar can be perpendicular to the axis of the support column 5 and evenly arranged along the axis of the support column 5. Each horizontal bar can be welded with a diagonal bar. One end of the rod is fixed to the template, and the other end is welded to the crossbar. The support column 5 can be fixed by the scaffold 4. The end of the support column 5 away from the template is provided with external threads. The end of the column 2 near the template can be provided with nuts 6. The column 2 can be threadedly connected to the support column 5 through nuts 6. To meet the pouring requirements of different floor slab thicknesses, the height can be adjusted by replacing the column 2. The template is used as one side of the floor slab, and the other side can be limited by steel plate 3. The relationship between the highest point of the poured cement and steel plate 3 is observed. When the cement is poured to be parallel to steel plate 3, the pouring is stopped and the steel plate 3, column 2, support column 5 and scaffold 4 are taken out of the cement by lifting ring 1. Then the surface is finished.

[0029] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A screed thickness monitoring device, characterized by, The hanging ring, the connecting piece, the stand and the fixing base are included; The stand is arranged on the side of the connecting piece away from the fixing base, the hanging ring is connected with the connecting piece, and a plate thickness mark is arranged on the connecting piece; The fixing base is detachably connected with the connecting piece, and the fixing base is used for fixing the connecting piece.

2. The formwork thickness monitoring device of claim 1, wherein, The connecting piece includes a stand and a steel plate; The hanging ring and the stand are arranged on two sides of the steel plate respectively, and the stand and the hanging ring are connected with the steel plate respectively.

3. The formwork thickness monitoring device of claim 2, wherein, The axis of the stand coincides with the axis of the steel plate.

4. The formwork thickness monitoring device of claim 2, wherein, The stand and the steel plate are arranged vertically.

5. The formwork thickness monitoring device of claim 2, wherein, The fixing base includes a foot support and a support column; One end of the support column is connected with the foot support, and the other end of the support column is detachably connected with the stand.

6. The formwork thickness monitoring device of claim 5, wherein, The axis of the support column coincides with the axis of the stand.

7. The formwork thickness monitoring device of claim 5, wherein, The support column is arranged perpendicularly to the plane on which the foot support is arranged.

8. The formwork thickness monitoring device of claim 7, wherein, The foot support includes a horizontal rod and an inclined rod; A plurality of horizontal rods are arranged, the plurality of horizontal rods are arranged along the axial direction of the support column and on the same plane, one inclined rod is connected to each side of each horizontal rod away from the support column, and each inclined rod is arranged at an angle with the horizontal rod.

9. The formwork thickness monitoring device of claim 8, wherein, The surface on which the plurality of horizontal rods are arranged is arranged perpendicularly to the axis of the support column.

10. The formwork thickness monitoring device of claim 8, wherein, The inclined rod is arranged at an obtuse angle with the horizontal rod, and one end of the inclined rod away from the horizontal rod abuts against the ground.

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