Control surface layer concrete protection layer device

Abstract

The utility model relates to the technical field of concrete protection layers, and discloses a control surface concrete protection layer device which comprises a plurality of cross beams which are arranged in parallel. According to the control surface layer concrete protection layer device, before concrete pouring, a reinforcing mesh is laid in a to-be-poured area, an on-site operator enables a cross beam to stretch across the two sides of a formwork, the top elevation of the reinforcing mesh elevation adjusting device is adjusted, the reinforcing mesh is lifted up by a constructor and tightly attached to a hook for limiting, and then concrete pouring is conducted; before initial setting of concrete, all the hooks are twisted to be separated from the reinforcing mesh, the device is integrally dismantled, the hooks are trimmed, the cross beams hang the reinforcing mesh through the hooks to transmit vertical loads, the vertical supporting assemblies roughly adjust the elevation of the reinforcing mesh, the positioning assemblies finely adjust the elevation of the reinforcing mesh, and the hooks and the reinforcing mesh are tightly attached and limited. The steel bar mesh elevation device is convenient to use and can be repeatedly used, and the cost is saved.

Description

Technical Field

[0001] The utility model relates to the technical field of concrete protective layers, in particular to a device for controlling a surface concrete protective layer. Background Art

[0002] At present, there is a relatively mature construction technology for concrete surface construction. Combined with the structural characteristics of the project, a layer of steel mesh is arranged in the concrete of the container stack surface. The degree of control of the thickness of the steel mesh protective layer not only affects the appearance quality of the surface concrete (cracks), but also directly determines the durability and service life of the concrete, affects the construction quality, and reflects the production process and technical level of the construction unit.

[0003] Since the steel mesh bears the load from construction workers and concrete pouring during the surface layer pouring process, it is easy to cause the steel mesh to collapse in the middle and warp around, which increases the difficulty of controlling the thickness of the protective layer. Therefore, the steel mesh installation process processes the steel bars into stirrups according to the thickness of the structural layer and the thickness of the protective layer, arranges the stirrup spacing reasonably, controls the thickness of the surface protective layer, and ties the steel stirrups and the steel mesh as a whole. The installation process requires processing, installing, and tying steel stirrups. The process is relatively cumbersome, which not only increases the workload, but also consumes a large amount of stirrup steel bars, increasing costs. Utility Model Content

[0004] In view of the deficiencies in the prior art, the present invention provides a device for controlling a surface concrete protective layer, which solves the problems mentioned in the above background.

[0005] The utility model provides the following technical solution: a device for controlling a surface concrete protective layer, comprising: a plurality of crossbeams, wherein the plurality of crossbeams are arranged parallel to each other, a plurality of mounting grooves are opened on the surface of each crossbeam, and a positioning assembly for limiting a steel mesh is arranged in the mounting groove, and vertical support assemblies are arranged at both ends of each crossbeam;

[0006] The positioning assembly comprises a threaded sleeve and a hook, wherein the threaded sleeve is mounted on the inner wall of the mounting groove, and the hook is mounted on the inner wall of the threaded sleeve.

[0007] Preferably, the vertical support assembly includes a hydraulic telescopic cylinder and a base plate, the base plate is connected to the bottom of the hydraulic telescopic cylinder, and the telescopic end of the hydraulic telescopic cylinder is connected to the surface of the beam.

[0008] Preferably, the hook comprises a threaded section, one end of the threaded section is integrally connected to a handle, the other end of the threaded section is integrally connected to a connecting section, and one end of the connecting section is integrally connected to a hook portion;

[0009] The surface of the threaded section is threadedly connected to the inner wall of the threaded sleeve.

[0010] Preferably, the length of the connecting section is 5 cm, the length of the hook portion is 2 cm, and the length of the handle is 10 cm.

[0011] Preferably, the surface of the threaded sleeve is welded to the inner wall of the mounting groove.

[0012] Preferably, the crossbeam is made of a galvanized square tube, and the outer side length of the cross section of the galvanized square tube is 150 mm×150 mm, and the thickness of the galvanized square tube is 6 mm.

[0013] Compared with the prior art, the present invention has the following beneficial effects:

[0014] The device for controlling the surface concrete protective layer is provided with a crossbeam, a positioning assembly and a vertical support assembly. Before pouring concrete, a steel mesh is laid in the area to be poured. On-site operators place the crossbeam across both sides of the formwork, and the steel mesh elevation is adjusted to the top elevation of the device. Construction workers lift the steel mesh and tightly limit it with hooks, and then pour concrete. Before the initial setting of the concrete, all hooks are twisted to disengage the steel mesh, the device is dismantled as a whole, and the hooks are repaired. The crossbeam suspends the steel mesh through the hooks to transmit the vertical load, the vertical support assembly roughly adjusts the steel mesh elevation, and the positioning assembly fine-adjusts the steel mesh elevation. The hooks and the steel mesh are tightly limited to ensure the steel mesh elevation. The device is easy to use, reusable, and cost-effective. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic diagram of the three-dimensional structure of the utility model;

[0016] Figure 2 This is a schematic diagram of the front view structure of the utility model;

[0017] Figure 3 This is a side view structural diagram of the utility model;

[0018] Figure 4 This is a schematic diagram of the explosion structure of the beam and threaded sleeve of the utility model;

[0019] Figure 5 This is a schematic diagram of the hook structure of the utility model.

[0020] In the figure: 1. Beam; 2. Mounting groove; 3. Positioning assembly; 31. Threaded sleeve; 32. Hook; 321. Handle; 322. Threaded section; 323. Connecting section; 324. Hook; 4. Vertical support assembly; 41. Hydraulic telescopic cylinder; 42. Bottom plate; 5. Steel mesh; 6. Formwork; 7. Pull rod. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0022] See also Figure 1-5 A device for controlling a surface concrete protective layer comprises: a plurality of beams 1 arranged parallel to each other; a plurality of mounting grooves 2 are provided on the surface of each beam 1; a positioning assembly 3 for limiting a steel mesh is provided in the mounting groove 2; vertical support assemblies 4 are provided at both ends of each beam 1; the beams 1 are made of galvanized square tubes; the outer side length of the cross section of the galvanized square tubes is 150 mm × 150 mm, and the thickness of the galvanized square tubes is 6 mm;

[0023] The positioning assembly 3 includes a threaded sleeve 31 and a hook 32 . The threaded sleeve 31 is installed on the inner wall of the installation groove 2 . The surface of the threaded sleeve 31 is welded to the inner wall of the installation groove 2 . The hook 32 is installed on the inner wall of the threaded sleeve 31 .

[0024] The vertical support assembly 4 includes a hydraulic telescopic cylinder 41 and a base plate 42. The base plate 42 is connected to the bottom of the hydraulic telescopic cylinder 41. The telescopic end of the hydraulic telescopic cylinder 41 is connected to the surface of the beam 1. Before pouring concrete, the steel mesh 5 is laid in the area to be poured. The on-site operator will cross the beam 1 on both sides of the formwork 6. The elevation of the top of the steel mesh 5 adjustment device is adjusted. The construction personnel will lift the steel mesh 5 and close it with the hook 32 to limit it. Then, concrete pouring is carried out. Before the concrete begins to set, all the hooks 32 are twisted to disengage the steel mesh 5. The entire device is dismantled and the hook 32 is repaired. The beam 1 hangs the steel mesh 5 through the hook 32 to transmit the vertical load. The vertical support assembly 4 performs coarse adjustment on the elevation of the steel mesh 5, and the positioning assembly 3 performs fine adjustment on the elevation of the steel mesh 5. The hook 32 is close to the steel mesh 5 to limit it to ensure the elevation of the steel mesh 5. It is easy to use and reusable, saving cost.

[0025] The hook 32 includes a threaded section 322, one end of the threaded section 322 is integrally connected to a handle 321, the other end of the threaded section 322 is integrally connected to a connecting section 323, one end of the connecting section 323 is integrally connected to a hook portion 324, the surface of the threaded section 322 is threadedly connected to the inner wall of the threaded sleeve 31, the length of the connecting section 323 is 5 cm, the length of the hook portion 324 is 2 cm, and the length of the handle 321 is 10 cm.

[0026] Production of beam 1: Determine the length of beam 1 according to the width of the control surface concrete protective layer. The number and spacing of threaded sleeves 31 are determined according to the width of the poured concrete and the size of the steel mesh 5. Ensure that the hook 32 inside the threaded sleeve 31 is staggered with the longitudinal steel bars of the steel mesh 5. Beam 1 is made of galvanized square tube with an outer side length of 150mm×150mm and a thickness of 6mm in the cross section.

[0027] Install the vertical support assembly 4: In order to make the entire device evenly bear the tensile force and facilitate the displacement of the entire device, the hook 32 is installed in the sleeve of the beam 1, and the vertical support assembly 4 is installed on both sides of the beam 1, so that the entire device is connected as a whole. In order to avoid the hook 32 from conflicting with the longitudinal steel bars of the steel mesh 5, the spacing between the hooks 32 is determined according to the size of the steel mesh 5 and the load conditions.

[0028] Installation and disassembly: Before pouring concrete, fix the pouring formwork 6 and install the pull rod 7 on the formwork 6, lay the steel mesh 5 in the area to be poured, and the on-site operator will place the entire device across both sides of the formwork 6. The bottom plate 42 provides a support surface for the entire device to prevent it from overturning. The hydraulic telescopic cylinder 41 adjusts the vertical displacement and the elevation of the beam 1. The position of the steel mesh 5 can be adjusted, and the thickness of the control surface concrete protective layer can be roughly adjusted. The spacing between adjacent devices should be based on the size of the steel mesh 5 and convenient for construction. Generally, 2m is appropriate. The elevation of the top of the hydraulic telescopic cylinder 41 is adjusted according to the elevation of the steel mesh 5, and then the height of the beam 1 is adjusted. The construction personnel lift the steel mesh 5 and limit it tightly with the hook 32, and then pour concrete. Before the concrete begins to set, all the hooks 32 are twisted to disengage from the steel mesh 5. The entire device is dismantled and the hook 32 is repaired.

[0029] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A control surface concrete protective layer device, characterized in that: include: A plurality of crossbeams (1), wherein the plurality of crossbeams (1) are arranged parallel to each other, a plurality of mounting grooves (2) are provided on the surface of each crossbeam (1), and a positioning assembly (3) for limiting the position of the steel mesh is provided in the mounting groove (2), and a vertical support assembly (4) is provided at both ends of each crossbeam (1); The positioning assembly (3) comprises a threaded sleeve (31) and a hook (32), wherein the threaded sleeve (31) is mounted on the inner wall of the mounting groove (2), and the hook (32) is mounted on the inner wall of the threaded sleeve (31).

2. A control surface concrete protective layer device according to claim 1, characterized in that: The vertical support assembly (4) comprises a hydraulic telescopic cylinder (41) and a base plate (42), wherein the base plate (42) is connected to the bottom of the hydraulic telescopic cylinder (41), and the telescopic end of the hydraulic telescopic cylinder (41) is connected to the surface of the crossbeam (1).

3. A control surface concrete protective layer device according to claim 1, characterized in that: The hook (32) comprises a threaded section (322), one end of the threaded section (322) is integrally connected to a handle (321), the other end of the threaded section (322) is integrally connected to a connecting section (323), and one end of the connecting section (323) is integrally connected to a hook portion (324); The surface of the threaded section (322) is threadedly connected to the inner wall of the threaded sleeve (31).

4. A control surface concrete protective layer device according to claim 3, characterized in that: The length of the connecting section (323) is 5 cm, the length of the hook portion (324) is 2 cm, and the length of the handle (321) is 10 cm.

5. The control surface concrete protective layer device according to claim 1, characterized in that: The surface of the threaded sleeve (31) is welded to the inner wall of the mounting groove (2).

6. The control surface concrete protective layer device according to claim 1, characterized in that: The crossbeam (1) is made of a galvanized square tube, and the outer side length of the cross section of the galvanized square tube is 150 mm×150 mm, and the thickness of the galvanized square tube is 6 mm.

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