CN211714568U

CN211714568U - Assembled building carrier plate structure

Info

Publication number: CN211714568U
Application number: CN201921727468.5U
Authority: CN
Inventors: 季芯宇; 赵立; 闵岚
Original assignee: China First Metallurgical Group Co Ltd; Wuhan Yiye Steel Structure Co Ltd
Current assignee: China First Metallurgical Group Co Ltd; Wuhan Yiye Steel Structure Co Ltd
Priority date: 2019-10-15
Filing date: 2019-10-15
Publication date: 2020-10-20
Anticipated expiration: 2029-10-15

Abstract

The application provides an assembled building carrier plate structure belongs to the building field. The building template comprises a plurality of building templates which are sequentially detachably connected; a plurality of U-shaped ribs which are respectively arranged at the bottom of the building template at intervals; the C-shaped fasteners are respectively installed on the upper surface of the building template at intervals and are positioned above the U-shaped ribs; the connecting pieces are sequentially detachably connected to the C-shaped fasteners, the building template and the U-shaped ribs; and the plurality of steel bar trusses are fixedly arranged on the adjacent C-shaped fasteners at intervals respectively. The device is rational in infrastructure, and convenient to use can improve the shaping quality of building carrier plate, shortens construction period, but reuse, resources are saved, green.

Description

Assembled building carrier plate structure

Technical Field

The application relates to the field of buildings, especially, relate to an assembled building carrier plate structure.

Background

The existing steel bar truss and steel templates are welded, so that the building templates can not be reused, the bearing capacity of the templates is limited, the templates are easy to deform, the construction quality is influenced, the steel bar truss floor bearing plate with a certain span needs to be supported temporarily, the construction is complex, and the construction period is long. The template splicing position is easy to leak slurry, and the template at the splicing position is uneven, so that the flatness of the last floor bearing plate forming is influenced.

SUMMERY OF THE UTILITY MODEL

An object of this application lies in providing an assembled building carrier plate structure, aims at improving the poor problem of building carrier plate shaping quality in the present job site.

The technical scheme of the application is as follows:

an assembly floor deck structure comprising:

a plurality of building templates which are sequentially detachably connected;

a plurality of U-shaped ribs which are respectively arranged at intervals at the bottom of the building template;

the C-shaped fasteners are respectively installed on the upper surface of the building template at intervals and are positioned above the U-shaped ribs;

the connecting pieces are sequentially detachably connected to the C-shaped fastener, the building template and the U-shaped ribs;

and the plurality of steel bar trusses are respectively and fixedly arranged on the adjacent C-shaped fasteners at intervals.

As a technical scheme of this application, the connecting piece includes the self-tapping screw, the self-tapping screw in proper order with C type fastener the building templates and U type rib is connected.

As a technical scheme of this application, it is a plurality of be in proper order mortise-tenon joint between the building templates.

As a technical scheme of this application, set up connecting grooves on building templates's the lateral wall, it is adjacent be provided with on building templates's the lateral wall with connecting grooves matched with connection lug, connection lug detachably inserts and locates in the connecting grooves.

As a technical scheme of this application, the U type rib with the reinforcing bar truss's quantity is the same or different.

As a technical scheme of this application, the building templates C type fastener and the material of U type rib all includes the plastics material.

The beneficial effect of this application:

in the application's assembled building carrier plate structure, the device's building templates bottom adopts the technique of self-tapping screw connection U type rib, and U type rib can improve building templates's intensity effectively, and according to the U type rib of the different sizes of building carrier plate span design and quantity for building templates can support temporarily, and the replacement can be dismantled to U type rib, and reuse, be applicable to the design of multiple span (especially large-span) steel bar truss building carrier plate. Meanwhile, the building template made of the plastic with the ribs is light in weight, the load borne by the steel bar truss is reduced, the building template is connected with the steel bar truss through the self-tapping screw and the C-shaped fastener, assembly type installation and disassembly are achieved, operation is convenient, construction is convenient and fast, and the forming quality of the floor bearing plate after formwork removal is good. In addition, because the end of the building template is connected in a tenon-and-mortise connection mode through the connecting grooves and the connecting lugs, the slurry leakage can be avoided during pouring, the flatness of an interface between the building template and the building template can be improved, and the forming quality of the assembled floor bearing plate is effectively improved.

Drawings

In order to more clearly explain the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and that for those skilled in the art, other related drawings can be obtained from these drawings without inventive effort.

Fig. 1 is a schematic structural diagram of an assembled floor deck structure according to an embodiment of the present disclosure;

FIG. 2 is a schematic structural diagram of a building template provided by an embodiment of the present application;

fig. 3 is a schematic partial structure diagram of a building template provided in an embodiment of the present application.

Icon: 1-assembly type floor support plate structure; 2-building a template; 3-U shaped ribs; 4-C type fasteners; 5-a connector; 6-steel bar truss; 7-connecting the grooves; 8-connecting bumps.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the present application, it should be noted that the terms "upper" and "lower" are used for indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings or the orientation or positional relationship which is usually placed when the utility model is used, and are only for convenience of describing the present application and simplifying the description, but do not indicate or imply that the device or element to be referred must have a specific orientation, be constructed in a specific orientation and operation, and thus, should not be construed as limiting the present application.

Further, in the present application, unless expressly stated or limited otherwise, the first feature may be directly contacting the second feature or may be directly contacting the second feature, or the first and second features may be contacted with each other through another feature therebetween, not directly contacting the second feature. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.

Furthermore, the terms "horizontal", "vertical" and the like do not imply that the components are required to be absolutely horizontal or pendant, but rather may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.

In the description of the present application, it is also to be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.

Example (b):

referring to fig. 1, and fig. 2 and 3 in combination, the present application provides an assembly type floor deck structure 1, which includes a plurality of building templates 2 detachably connected in sequence; a plurality of U-shaped ribs 3 are respectively installed at the bottom of the building template 2 at intervals; the C-shaped fasteners 4 are respectively arranged on the upper surface of the building template 2 at intervals and are positioned right above the U-shaped ribs 3; the connecting pieces 5 are sequentially detachably inserted into the C-shaped fastener 4, the building template 2 and the U-shaped rib 3, and the C-shaped fastener 4, the building template 2 and the U-shaped rib 3 are sequentially connected through the connecting pieces 5; and a plurality of steel bar trusses 6 are fixedly arranged on the adjacent C-shaped fasteners 4 at intervals respectively.

In this embodiment, the connecting member 5 includes a self-tapping screw, a plurality of bolt holes are respectively formed in the building templates 2 at intervals, and the self-tapping screw is sequentially inserted into the bolt holes of the U-shaped rib 3, the building templates 2 and the C-shaped fastener 4 from bottom to top and is sequentially connected with the three by threads. Therefore, the replacement of the U-shaped rib 3 can be realized through the connection of the self-tapping screw, thereby eliminating the formwork supporting process.

It should be noted that, in this embodiment, a plurality of building templates 2 are connected in sequence through mortise and tenon joints. Connecting grooves 7 are formed in the side walls of the building templates 2, connecting convex blocks 8 matched with the connecting grooves 7 are arranged on the side walls of the adjacent building templates 2, and the connecting convex blocks 8 are detachably inserted into the connecting grooves 7. Therefore, the joints of the adjacent building templates 2 cannot be uneven, so that slurry leakage and interface flatness can be guaranteed during pouring.

In this embodiment, the number of the U-shaped ribs 3 and the number of the steel trusses 6 may be the same or different. The size and the quantity of template U type rib 3 are designed according to the width of floor carrier plate, make it satisfy the exempting from of building templates 2 and support the effect. The U-shaped ribs 3 can be arranged right below each steel bar truss 6, and also can be arranged right below each steel bar truss 6 at intervals, so that the U-shaped ribs 3 are not required to be arranged below each steel bar truss 6, and the number of the U-shaped ribs 3 is calculated and designed according to the load.

In the present embodiment, the building templates 2, the C-shaped fasteners 4 and the U-shaped ribs 3 are made of plastic.

The assembly process of the fabricated floor deck structure 1 is as follows:

after two ends of the steel bar truss 6 are welded on the steel beam, C-shaped fasteners 4 are installed, and the C-shaped fasteners 4 are arranged at intervals; according to the location, fix the both ends of building templates 2 earlier, arrange U type rib 3 according to the location, beat into the self-tapping nail in U type rib 3, building templates 2 and C type fastener 4 in proper order to fixed U type rib 3 and building templates 2. When the adjacent building templates 2 are fixed, the connecting grooves 7 and the connecting lugs 8 of the building templates 2 are well occluded, and then the building templates 2 are fixed. And finally, when the formwork is disassembled, the self-tapping screw is taken down, so that the building formwork 2 and the U-shaped rib 3 can be disassembled, and the disassembled building formwork 2 and the U-shaped rib 3 can be reused.

In the assembled building carrier plate structure 1 of this application, the device's 2 bottoms of building templates adopt self-tapping screw to connect U type rib 3's technique, U type rib 3 can improve building templates 2's intensity effectively, and design the U type rib 3 of equidimension and quantity not according to building carrier plate span for building templates 2 can support temporarily, the replacement can be dismantled to U type rib 3, and repeatedly usable, be applicable to the design of 6 building carrier plates of multiple span (especially large-span) steel bar truss. Meanwhile, the building template 2 made of ribbed plastic is light in weight, the load borne by the steel bar truss 6 is reduced, the building template 2 is connected with the steel bar truss 6 through the self-tapping screw and the C-shaped fastener 4, assembly type installation and disassembly are achieved, operation is convenient, construction is convenient, and the forming quality of the floor bearing plate after formwork removal is good. In addition, because the end of the building template 2 is connected in a tenon-and-mortise connection mode through the connecting grooves 7 and the connecting lugs 8, the grout leakage during pouring can be guaranteed, the flatness of an interface between the building template and the connecting lugs can be improved, and the forming quality of the assembled floor support plate is effectively improved.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. An assembled floor deck structure, comprising:

a plurality of building templates which are sequentially detachably connected;

and the plurality of steel bar trusses are respectively fixedly arranged on the adjacent C-shaped fasteners at intervals.

2. The fabricated floor deck structure of claim 1, wherein the connector comprises a self-tapping screw, the self-tapping screw being sequentially connected to the C-shaped fastener, the building template, and the U-shaped rib.

3. The fabricated floor deck structure according to claim 1, wherein a plurality of the building templates are sequentially mortise and tenon connected.

4. The fabricated floor deck structure according to claim 3, wherein the side walls of the building forms are formed with connecting grooves, and the side walls of the adjacent building forms are formed with connecting protrusions matched with the connecting grooves, and the connecting protrusions are detachably inserted into the connecting grooves.

5. The fabricated floor deck structure of claim 1, wherein the number of the U-shaped ribs is the same as or different from the number of the steel trusses.

6. The fabricated floor deck structure of claim 1 wherein the building forms, the C-shaped fasteners and the U-shaped ribs are all made of plastic.