CN215443173U

CN215443173U - Plate thickness controller

Info

Publication number: CN215443173U
Application number: CN202022474720.5U
Authority: CN
Inventors: 黄菊庄
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-10-30
Filing date: 2020-10-30
Publication date: 2022-01-07
Anticipated expiration: 2030-10-30

Abstract

The utility model relates to a plate thickness controller: the steel bar staggered controller is simple in structure, reasonable in design, convenient to operate, high in control precision, time-saving and labor-saving, and capable of effectively solving the problem that steel bars cannot be effectively clamped on a plate thickness controller due to dislocation in actual building construction.

Description

Plate thickness controller

Technical Field

The utility model relates to a plate thickness controller.

Background

In the construction industry, concrete is required to be poured into concrete floors, and the general steps are as follows: firstly, supporting a mold by a woodworker; secondly, binding steel bars; thirdly, pouring concrete, wherein the thickness of the floor slab is directly influenced by pouring of the concrete in the third step, the thickness of the poured and tamped floor slab is controlled in the traditional pouring and tamping process, the height can be measured only while pouring or the elevation is measured before pouring, because the accuracy of the two artificial measurement data is poor and the efficiency is low, the product with the fixed height, namely the plate thickness controller, is fixed on the plate thickness controller with the fixed height of the floor slab on a template, the concrete is poured to be flush with the upper surface of the plate thickness controller, then the thickness of the steel bars of the floor slab needs to be the thickness of the concrete protection layer, the thickness of the protection layers of the steel bars at the lower row and the upper row is controlled by the cement cushion pads and the stirrups respectively in the traditional method, the bottom and the upper part of the plate thickness controller are directly provided with wave tooth shapes to replace the cement cushion pads and hooks at the upper part to directly replace the stirrups, because the upper and lower reinforcing bars of the construction site floor slab are not always kept on the same vertical plane, sometimes, the upper and lower reinforcing bars are staggered, the reinforcing bars can be erected on the whole wavy tooth surface in the bottom wavy tooth shape of the plate thickness controller, and the problem that all plate thickness controllers on the market cannot be erected by staggering the reinforcing bars is solved. Therefore, the thickness controller can control the thickness of the floor slab and the thickness of the steel bar protection layer of the floor slab.

Disclosure of Invention

The utility model provides a plate thickness controller, which not only solves the problem that the thickness of a floor is not well controlled in actual building construction, but also solves the problem that the thickness of a steel bar protection layer is not up to standard, and mainly solves the problem that double-layer bidirectional upper and lower steel bars in the floor cannot be effectively clamped on the plate thickness controller because of dislocation which is not on the same vertical surface.

The utility model solves the technical problem by adopting the scheme that a plate thickness controller comprises: including the controller body, the controller body is provided with two reinforcing bar standing grooves from top to bottom, is provided with reinforcing bar dislocation placement structure on one of them reinforcing bar standing groove.

Further, the controller body includes the support column, and the bottom of support column is provided with the base, and one of two reinforcing bar standing grooves is located the support column lateral wall, and another reinforcing bar standing groove is located the base.

Further, the reinforcing bar dislocation placement structure sets up on the reinforcing bar standing groove on the base, reinforcing bar dislocation placement structure is the wave cusp, and reinforcing bar dislocation placement structure is located the terminal surface of base and support column junction.

Further, the base is triangle-shaped, and the support column is close to on one side of base, the reinforcing bar dislocation placement structure includes that symmetric distribution keeps away from the wave rack column structure on two sides of support column in the base.

Furthermore, a supporting rib plate used for reinforcing the base and supporting the steel bars is arranged between the two wave-shaped rack-shaped structures.

Further, the support column includes vertical support plate, and vertical support plate sets up on the base, and the vertical support plate top is provided with horizontal leveling plate, is provided with horizontal fixed plate between horizontal leveling plate and base in vertical support plate.

Furthermore, the steel bar placing groove on the side wall of the supporting column is arranged on the outer edge of the horizontal fixing plate, and the steel bar placing groove on the side wall of the supporting column is an upward U-shaped groove.

Furthermore, at least one reinforcing rib plate A for reinforcing the structure is arranged between the horizontal leveling plate and the horizontal fixing plate on the supporting plate, and at least one reinforcing rib plate B for reinforcing the structure is arranged between the horizontal leveling plate and the base on the supporting plate.

Furthermore, three angle ends of the base are provided with fixing holes.

Compared with the prior art, the utility model has the following beneficial effects: simple structure, reasonable in design, convenient operation, control accuracy is high, labour saving and time saving, but the multilayer is waterproof, can effectively solve actual building construction, because there is the dislocation between the upper and lower reinforcing bar, the unable effectual joint problem on thick controller of board.

Drawings

The utility model is further described with reference to the following figures.

FIG. 1 is a schematic structural view of the present invention;

figure 2 side view of the utility model.

In the figure: 1-wave rack-like structure; 2-a base; 3-vertical support plates; 4-U-shaped groove; 5-leveling board horizontally; 6-horizontal fixing plate; 7-reinforcing rib plate A; 8-reinforcing rib plate B; 9-a support rib plate; 10-fixing hole.

Detailed Description

The utility model is further described with reference to the following figures and detailed description.

As shown in fig. 1-2, a sheet thickness controller: the controller comprises a controller body, wherein the controller body is provided with two steel bar placing grooves from top to bottom, and a steel bar staggered placing structure is arranged on one steel bar placing groove;

the two reinforcing steel bar placing grooves can be positioned on the same side of the controller body and also can be positioned on different sides, the embodiment is the same-side arrangement adopted when the dislocation is not large under the conventional condition, and the different-side arrangement can be adopted if the large dislocation exists in the specific implementation process;

in the construction, can place a reinforcing bar in two upper and lower reinforcing bars that need use in the reinforcing bar standing groove of no reinforcing bar dislocation placement structure, place another reinforcing bar in reinforcing bar dislocation placement structure simultaneously, solve upper and lower reinforcing bar in the work progress, because have the dislocation and can't effectively fix the problem in current thick board controller.

In this embodiment, the controller body includes a support column, a base 2 is disposed at the bottom of the support column, one of the two rebar placement grooves is located on the side wall of the support column, and the other rebar placement groove is located on the base;

the lower surface of base is also the thickness of floor slab to horizontal screed-plate surface height, and the diameter of placing the reinforcing bar on U type groove is deducted to the distance of horizontal screed-plate in the upper surface in U type groove is the thickness of going up the reinforcing bar protective layer, and the thickness of lower row reinforcing bar protective layer is the high distance of wave rack column structure upper surface to base lower surface promptly.

In this embodiment, the reinforcing steel bar misplacement structure is arranged on a reinforcing steel bar placing groove on the base, the reinforcing steel bar misplacement structure is in a wave tooth shape, and the reinforcing steel bar misplacement structure is located on an end face of a joint of the base and the support column;

different in the reinforcing bar dislocation of wave cusp with current thick controller, current thick controller of board is generally direct to adopt upper and lower two U type slots to upper and lower reinforcing bar fixed, but because the position of upper and lower two U type slots is fixed, so hardly be applied to the reinforcing bar that has the dislocation in the reality, and place wave cusp reinforcing bar dislocation with the reinforcing bar and place structurally, the least significant end of reinforcing bar can effectually be fixed in arbitrary two toothings of reinforcing bar dislocation placement structure, because there are more toothings in the reinforcing bar dislocation placement structure, so can adapt to the different problem of dislocation in the actual construction.

In this embodiment, the structure is placed in reinforcing bar dislocation can be for the longer wave rack column structure of a whole width, also can be for the less wave rack column structure combination of a plurality of widths, and actual production needs the save material, so adopt in this example to set up the less wave rack column structure combination of two widths, other combination forms of course also can, the base is triangle-shaped, and the support column is close to on one side of base, the structure is placed in the reinforcing bar dislocation includes that symmetric distribution keeps away from wave rack column structure 1 on two sides of support column to the base.

In the embodiment, for reasonable design, a support rib plate 9 for reinforcing the base and supporting the reinforcing steel bars is arranged on the base between the two wave-shaped rack-shaped structures;

because two wave rack column structure are adjacent two edges on the base, so two wave rack column structure that vertical setting got up need carry out the reinforcement, so be provided with the support floor, strengthen the intensity of wave rack column structure on the one hand, but on the other hand reinforcing bar supports the reinforcing bar when placing on wave rack column structure, does not let the reinforcing bar unsettled.

In the embodiment, the support column comprises a vertical support plate 3, the vertical support plate is arranged on the base, a horizontal leveling plate 5 is arranged at the top of the vertical support plate, and a horizontal fixing plate 6 is arranged on the vertical support plate between the horizontal leveling plate and the base; horizontal leveling plate and horizontal fixed plate all play waterproof effect, through horizontal leveling plate and horizontal fixed plate, realize two-layer waterproof, waterproof function is strong.

In this embodiment, the reinforcing steel bar placing groove on the side wall of the supporting column is arranged on the outer edge of the horizontal fixing plate, and the reinforcing steel bar placing groove on the side wall of the supporting column is an upward U-shaped groove 4; the conventional U-shaped groove is used for clamping the upper reinforcing steel bars.

In this embodiment, at least one reinforcing rib a7 for reinforcing the structure is disposed on the support plate between the horizontal leveling plate and the horizontal fixing plate, and at least one reinforcing rib B8 for reinforcing the structure is disposed on the support plate between the horizontal leveling plate and the base.

In this embodiment, all three corner ends of the base are provided with fixing holes 10, and the plate thickness controller placing groove and the steel bar misplacement structure can normally be kept firm under the pressure of the steel bars without nailing, however, in some weak cases, the plate thickness controller placing groove and the steel bar misplacement structure can be fixed on a wood die or an aluminum die by all three corner ends of the base being provided with fixing holes for nailing or locking self-tapping screws.

Any embodiment disclosed herein above is meant to disclose, unless otherwise indicated, all numerical ranges disclosed as being preferred, and any person skilled in the art would understand that: the preferred ranges are merely those values which are obvious or representative of the technical effect which can be achieved. Since the numerical values are too numerous to be exhaustive, some of the numerical values are disclosed in the present invention to illustrate the technical solutions of the present invention, and the above-mentioned numerical values should not be construed as limiting the scope of the present invention.

If the terms "first," "second," etc. are used herein to define parts, those skilled in the art will recognize that: the terms "first" and "second" are used merely to distinguish one element from another in a descriptive sense and are not intended to have a special meaning unless otherwise stated.

If the utility model discloses or relates to parts or structures which are fixedly connected to each other, the fixedly connected parts can be understood as follows, unless otherwise stated: a detachable fixed connection (for example using bolts or screws) is also understood as: non-detachable fixed connections (e.g. riveting, welding), but of course, fixed connections to each other may also be replaced by one-piece structures (e.g. manufactured integrally using a casting process) (unless it is obviously impossible to use an integral forming process).

In addition, the orientations or positional relationships indicated for indicating the positional relationships such as "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like, applied in any of the technical aspects of the present disclosure described above are based on the orientations or positional relationships shown in the drawings and are only for convenience of describing the present disclosure, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus cannot be construed as limiting the present disclosure, and the terms used for indicating the shapes applied in any of the technical aspects of the present disclosure described above are meant to include shapes similar, analogous or approximate thereto unless otherwise stated.

Any part provided by the utility model can be assembled by a plurality of independent components or can be manufactured by an integral forming process.

Finally, it should be noted that the above examples are only used to illustrate the technical solutions of the present invention and not to limit the same; although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art will understand that: modifications to the specific embodiments of the utility model or equivalent substitutions for parts of the technical features may be made; without departing from the spirit of the present invention, it is intended to cover all aspects of the utility model as defined by the appended claims.

Claims

1. A plate thickness controller, characterized by: including the controller body, the controller body is provided with two reinforcing bar standing grooves from top to bottom, is provided with reinforcing bar dislocation placement structure on one of them reinforcing bar standing groove, reinforcing bar dislocation placement structure is wave cusp.

2. The panel thickness controller according to claim 1, wherein: the controller body comprises a supporting column, a base is arranged at the bottom of the supporting column, one of the two steel bar placing grooves is located on the side wall of the supporting column, and the other steel bar placing groove is located on the base.

3. The panel thickness controller according to claim 2, wherein: the reinforcing bar dislocation placement structure is arranged on the reinforcing bar placement groove on the base, and the reinforcing bar dislocation placement structure is located on the end face of the joint of the base and the support column.

4. The panel thickness controller according to claim 3, wherein: the base is triangle-shaped, and the support column is close to on one side of base, reinforcing bar dislocation placement structure includes that symmetric distribution keeps away from the wave rack column structure on two sides of support column in the base.

5. The panel thickness controller according to claim 4, wherein: and a supporting rib plate used for reinforcing the base and supporting the steel bars is arranged between the two wave rack-shaped structures.

6. The panel thickness controller according to claim 2, wherein: the support column includes vertical support plate, and vertical support plate sets up on the base, and the vertical support plate top is provided with horizontal leveling plate, is provided with horizontal fixed plate in vertical support plate between horizontal leveling plate and base.

7. The panel thickness controller according to claim 6, wherein: the reinforcing steel bar placing groove on the side wall of the supporting column is formed in the outer edge of the horizontal fixing plate, and the reinforcing steel bar placing groove on the side wall of the supporting column is an upward U-shaped groove.

8. The panel thickness controller according to claim 7, wherein: at least one reinforcing rib plate A for reinforcing the structure is arranged between the horizontal leveling plate and the horizontal fixing plate on the supporting plate, and at least one reinforcing rib plate B for reinforcing the structure is arranged between the horizontal leveling plate and the base on the supporting plate.

9. The panel thickness controller according to claim 4, wherein: and three corner ends of the base are provided with fixing holes.