CN219196430U

CN219196430U - Steel bar truss floor carrier plate limit structure

Info

Publication number: CN219196430U
Application number: CN202320002139.4U
Authority: CN
Inventors: 高辽
Original assignee: Yulin Chengtou Hangxiao Lvjian Technology Co ltd
Current assignee: Yulin Chengtou Hangxiao Lvjian Technology Co ltd
Priority date: 2023-01-03
Filing date: 2023-01-03
Publication date: 2023-06-16
Anticipated expiration: 2033-01-03

Abstract

The utility model discloses a limit structure of a steel bar truss building carrier plate, which belongs to the technical field of building construction and particularly relates to a limit structure of a steel bar truss building carrier plate.

Description

Steel bar truss floor carrier plate limit structure

Technical Field

The utility model relates to the technical field of building construction, in particular to a limit structure of a steel bar truss floor support plate.

Background

In general floor pouring, a steel bar truss produced in a factory and a bottom plate are detachably assembled to form a steel bar truss floor support plate, the bottom plate provided with the steel bar truss is spliced in a construction site, concrete is poured, and the bottom plate is detached for recycling after the concrete is solidified. Therefore, industrial production can be realized, the influence of the environment and weather on the construction period is reduced, the production safety and quality are guaranteed, and the platform application software is combined, so that the elevator can be effectively monitored and maintained in real time by each relevant unit.

In the prior art, horizontal displacement is easy to occur to cause dislocation in the splicing process of the steel bar truss floor carrier plates, and concrete is easy to overflow from splicing seams when the concrete is poured, so that the pouring effect of the floor is affected.

Disclosure of Invention

This section is intended to outline some aspects of embodiments of the utility model and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section as well as in the description summary and in the title of the application, to avoid obscuring the purpose of this section, the description summary and the title of the utility model, which should not be used to limit the scope of the utility model.

The present utility model has been made in view of the above and/or problems occurring in the prior art construction.

Therefore, the utility model aims to provide the steel bar truss floor support plate limiting structure, which can facilitate the connection and limiting of a plurality of steel bar truss floor support plates when the steel bar truss floor support plates are used, prevent concrete from overflowing from a splicing seam due to the horizontal displacement dislocation of the steel bar truss floor support plates, facilitate the operation and improve the pouring effect of floors.

In order to solve the technical problems, according to one aspect of the present utility model, the following technical solutions are provided:

the utility model provides a steel bar truss building carrier plate limit structure, includes bottom plate, supporting seat and spout, the supporting seat sets up at the top of bottom plate, the top of supporting seat is provided with the recess, be provided with steel bar truss in the recess, all be provided with corresponding spacing hole on steel bar truss and the mount pad, be provided with spacing screw in the spacing hole, spacing screw's one end is provided with spacing bolt, the left side wall of bottom plate is provided with the spout, the right side wall of bottom plate is provided with the slider, all be provided with corresponding locating screw on bottom plate and the slider, be provided with locating screw in the locating screw.

As a preferable scheme of the limit structure of the steel bar truss floor support plate, the utility model comprises the following steps: the side wall of the bottom plate is provided with an anti-corrosion layer, the anti-corrosion layer is adhered to the side wall of the bottom plate, and the anti-corrosion layer is made of polyethylene anti-corrosion materials.

As a preferable scheme of the limit structure of the steel bar truss floor support plate, the utility model comprises the following steps: the steel bar truss is made of a plurality of steel bars.

As a preferable scheme of the limit structure of the steel bar truss floor support plate, the utility model comprises the following steps: the side wall of the sliding block is provided with an anti-slip layer, and the anti-slip layer is bonded with the side wall of the sliding block.

As a preferable scheme of the limit structure of the steel bar truss floor support plate, the utility model comprises the following steps: the positioning screw rod penetrates through the positioning screw rod on the bottom plate, and one end of the positioning screw rod is embedded into the positioning screw hole on the sliding block.

As a preferable scheme of the limit structure of the steel bar truss floor support plate, the utility model comprises the following steps: the side wall of the steel bar truss is connected with the groove in a sliding mode.

Compared with the prior art: in this application, 1. Be convenient for connect the steel bar truss through the supporting seat, be convenient for the steel bar truss through the recess and install in the supporting seat, spacing screw runs through the spacing hole on steel bar truss and the supporting seat, be convenient for connect spacing with steel bar truss and supporting seat through spacing screw, be convenient for fixed spacing screw through spacing screw, conveniently install or dismantle the steel bar truss, be connected through spout and slider cooperation, be convenient for adjacent bottom plate connection installation, install in the locating screw through the locating screw embedding, be convenient for fix the slider in the spout, thereby be convenient for spacing to adjacent bottom plate, therefore, when steel bar truss building carrier plate uses, be convenient for connect spacingly to a plurality of steel bar truss building carrier plates, prevent that steel bar truss building carrier plate horizontal displacement dislocation from leading to the concrete to overflow from the splice seam, convenient operation, the pouring effect of floor has been improved, 2. Improve the anti-corrosion effect of bottom plate through the anticorrosive coating, the erosion of effectual isolation corrosive substance to the bottom plate, the life of bottom plate has been prolonged.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following detailed description of the embodiments of the present utility model will be given with reference to the accompanying drawings, which are to be understood as merely some embodiments of the present utility model, and from which other drawings can be obtained by those skilled in the art without inventive faculty. Wherein:

fig. 1 is a schematic structural view of a limit structure of a steel bar truss floor carrier plate according to the present utility model;

FIG. 2 is an exploded view of a spacing structure of a steel bar truss floor carrier plate according to the present utility model;

FIG. 3 is a structural connection diagram of a steel bar truss floor carrier plate limiting structure of the utility model;

FIG. 4 is a schematic view of a locating screw hole of a steel bar truss floor carrier plate limit structure of the utility model;

fig. 5 is a schematic view of a junction anticorrosion layer of a limit structure of a steel bar truss floor carrier plate of the utility model.

In the figure: 100 bottom plates, 200 supporting seats, 210 grooves, 220 steel bar trusses, 230 limiting holes, 240 limiting screws, 250 limiting bolts, 300 sliding grooves, 310 sliding blocks, 320 positioning screw holes, 330 positioning screws and 400 anticorrosive layers.

Detailed Description

In order that the above objects, features and advantages of the utility model will be readily understood, a more particular description of the utility model will be rendered by reference to the appended drawings.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, but the present utility model may be practiced in other ways other than those described herein, and persons skilled in the art will readily appreciate that the present utility model is not limited to the specific embodiments disclosed below.

Next, the present utility model will be described in detail with reference to the drawings, wherein the sectional view of the device structure is not partially enlarged to general scale for the convenience of description, and the drawings are only examples, which should not limit the scope of the present utility model. In addition, the three-dimensional dimensions of length, width and depth should be included in actual fabrication.

For the purpose of making the objects, technical solutions and advantages of the present utility model more apparent, embodiments of the present utility model will be described in further detail below with reference to the accompanying drawings.

The utility model provides a steel bar truss floor support plate limiting structure, referring to fig. 1-5, the steel bar truss floor support plate limiting structure comprises a bottom plate 100, a support seat 200 and a sliding groove 300, wherein the support seat 200 is arranged at the top of the bottom plate 100, a groove 210 is arranged at the top of the support seat 200, a steel bar truss 220 is arranged in the groove 210, corresponding limiting holes 230 are formed in the steel bar truss 220 and a mounting seat, a limiting screw 240 is arranged in the limiting holes 230, one end of the limiting screw 240 is provided with a limiting bolt 250, the left side wall of the bottom plate 100 is provided with the sliding groove 300, the right side wall of the bottom plate 100 is provided with a sliding block 310, the bottom plate 100 and the sliding block 310 are respectively provided with corresponding positioning screw holes 320, positioning screws 330 are arranged in the positioning screw holes 320, specifically, the steel bar truss 220 is conveniently connected through the support seat 200, the steel bar truss 220 is conveniently mounted in the support seat 200 through the groove 210, the limiting screw 240 penetrates through the limiting holes 230 on the steel bar truss 220 and the support seat 200, the steel bar truss 220 is conveniently connected and limited through the limiting screws 240, the limiting screw 240 is conveniently fixed through the limiting screw 250, the limiting screw 240 is conveniently installed or detached 220 is conveniently, the sliding groove 300 is connected with the sliding block 310 through the sliding groove 300, the sliding block 300, the positioning screw 330 is conveniently and is conveniently connected with the adjacent sliding block 300, and is conveniently fixed in the adjacent positioning screw holes through the positioning screw 300, and is conveniently and conveniently installed in the positioning screw bolt 300.

The steel bar truss 220 is made of a plurality of steel bars, and specifically, the anti-cracking capability of the bottom plate 100 is improved through the steel bar truss 220, so that the use is convenient.

The side wall of the sliding block 310 is provided with an anti-slip layer, the anti-slip layer is adhered to the side wall of the sliding block 310, and specifically, the sliding block 310 is prevented from shaking independently by increasing the friction of the plane through the anti-slip layer.

The positioning screw 330 penetrates the positioning screw 330 on the bottom plate 100, one end of the positioning screw 330 is embedded into the positioning screw hole 320 on the sliding block 310, and specifically, the bottom plate 100 is convenient to install or detach, and the operation is convenient.

The side walls of the steel bar truss 220 are slidably connected with the grooves 210, and specifically, the steel bar truss 220 is convenient to install or detach, and operation is convenient.

Referring to fig. 1 to 5, a limiting structure for a steel bar truss floor carrier plate according to this embodiment is specifically used as follows: the supporting seat 200 is used for conveniently connecting the steel bar trusses 220, the bottoms of the steel bar trusses 220 are embedded and installed in the grooves 210, the steel bar trusses 220 are convenient to install, the limiting screw 240 penetrates through the steel bar trusses 220 and the limiting holes 230 on the supporting seat 200, the steel bar trusses 220 are connected and limited by the limiting screw 240, the limiting screw 240 is fixed by the limiting screw 250, the steel bar trusses 220 are convenient to install or detach, when a plurality of bottom plates 100 are spliced, the sliding grooves 300 are matched and connected with the sliding blocks 310, the adjacent bottom plates 100 are convenient to connect and install, the positioning screw 330 is embedded and installed in the positioning screw holes 320, the sliding blocks 310 are convenient to fix in the sliding grooves 300, and therefore limiting connection of the adjacent bottom plates 100 is convenient.

Fig. 5 is a schematic structural diagram of a second embodiment of a steel bar truss floor support plate limiting structure according to the present utility model, and referring to fig. 5, unlike the above embodiment, the side wall of the bottom plate 100 is provided with an anti-corrosion layer 400, the anti-corrosion layer 400 is adhered to the side wall of the bottom plate 100, the anti-corrosion layer 400 is made of a polyethylene anti-corrosion material, specifically, the anti-corrosion effect of the bottom plate 100 is improved through the anti-corrosion layer 400, so that corrosion of corrosive substances to the bottom plate is effectively isolated, and the service life of the bottom plate is prolonged.

Although the utility model has been described hereinabove with reference to embodiments, various modifications thereof may be made and equivalents may be substituted for elements thereof without departing from the scope of the utility model. In particular, the features of the disclosed embodiments may be combined with each other in any manner as long as there is no structural conflict, and the exhaustive description of these combinations is not given in this specification merely for the sake of omitting the descriptions and saving resources. Therefore, it is intended that the utility model not be limited to the particular embodiment disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.

Claims

1. A steel bar truss floor carrier plate limit structure which is characterized in that: including bottom plate (100), supporting seat (200) and spout (300), supporting seat (200) set up the top at bottom plate (100), the top of supporting seat (200) is provided with recess (210), be provided with steel bar truss (220) in recess (210), all be provided with corresponding spacing hole (230) on steel bar truss (220) and the mount pad, be provided with spacing screw (240) in spacing hole (230), the one end of spacing screw (240) is provided with spacing bolt (250), the left side wall of bottom plate (100) is provided with spout (300), the right side wall of bottom plate (100) is provided with slider (310), all be provided with corresponding location screw (320) on bottom plate (100) and slider (310), be provided with locating screw (330) in location screw (320).

2. The steel bar truss floor carrier plate limiting structure according to claim 1, wherein: the side wall of the bottom plate (100) is provided with an anti-corrosion layer (400), the anti-corrosion layer (400) is adhered to the side wall of the bottom plate (100), and the anti-corrosion layer (400) is made of polyethylene anti-corrosion materials.

3. The steel bar truss floor carrier plate limiting structure according to claim 1, wherein: the steel bar truss (220) is made of a plurality of steel bars.

4. The steel bar truss floor carrier plate limiting structure according to claim 1, wherein: the side wall of the sliding block (310) is provided with an anti-slip layer, and the anti-slip layer is bonded with the side wall of the sliding block (310).

5. The steel bar truss floor carrier plate limiting structure according to claim 1, wherein: the positioning screw rod (330) penetrates through the positioning screw rod (330) on the bottom plate (100), and one end of the positioning screw rod (330) is embedded into the positioning screw hole (320) arranged on the sliding block (310).

6. The steel bar truss floor carrier plate limiting structure according to claim 1, wherein: the side walls of the steel bar truss (220) are in sliding connection with the grooves (210).