CN219100707U

CN219100707U - Ribbed reinforced welding-free floor carrier plate side die combination

Info

Publication number: CN219100707U
Application number: CN202223243071.3U
Authority: CN
Inventors: 王雅萍; 杜学军
Original assignee: Zhufang Industrial Co ltd
Current assignee: Zhufang Industrial Co ltd
Priority date: 2022-12-02
Filing date: 2022-12-02
Publication date: 2023-05-30
Anticipated expiration: 2032-12-02

Abstract

The application relates to a ribbed reinforced welding-free floor carrier plate side form combination, include: side forms and corner pieces. The side forms are applicable to enclosing the outside of establishing at truss building carrier plate, and the cross-section of side forms is "L" structure, and the top is buckled towards the direction of truss building carrier plate has first butt spare, and the orientation has buckled to the direction of first butt spare has the second butt spare to form accommodation space, angle sign indicating number and accommodation space assorted, angle sign indicating number setting are in the accommodation space, with side forms, first butt spare and second butt respectively, and angle sign indicating number has buckled the drag hook towards truss building carrier plate direction, can be fixed to the support reinforcing bar of truss building carrier plate. Therefore, the side forms are fixed with the truss floor support plates through the corner connector, so that the construction steps of using an electric welding machine in high-altitude operation and fixing the side forms and the truss floor support plates through spot welding are avoided, and the safety of workers in the construction process is improved.

Description

Ribbed reinforced welding-free floor carrier plate side die combination

Technical Field

The application relates to the technical field of assembled buildings, in particular to a ribbed reinforced welding-free floor carrier plate side die combination.

Background

The steel bar truss floor carrier plate has many advantages compared with the reinforced concrete structure, the truss floor carrier plate is directly welded with the steel bars of the building body, the stability of the building body is guaranteed, the bottom is made of galvanized steel plates, steel plates with specific heights are formed through corresponding manufacturing, and then the two parts are integrated through welding. When the concrete is poured, the side forms are arranged on the outer side of the truss floor support plate in a surrounding mode to prevent slurry leakage during the concrete pouring.

The common practice is to bend a steel plate with the thickness of 2mm into an L shape, in the field construction process, the side forms are welded with the steel beams of the truss floor support plate, and after the steel floor support plate and the side forms are installed, the side forms are welded and reinforced by using reinforcing steel bars.

Therefore, the electric welding is used for fixing in site installation, and in the construction process of the floor slab and the side forms, the floor is still in the high-altitude operation stage, so that the problems of carrying of the electric welding machine, winding of cables, welding of electric sparks and the like bring great hidden danger to the construction safety.

Disclosure of Invention

In view of this, this application has proposed a ribbed reinforced welding-free floor carrier plate sideform combination, through adopting with detachable the fixed mode of connecting the bight with the floor carrier plate, does not use spot welding to connect.

According to an aspect of the present application, there is provided a ribbed reinforced welding-free floor carrier plate sideform combination comprising: side forms and corner pieces; the side die is suitable for being arranged on the outer side of the truss floor support plate in a surrounding mode, the cross section of the side die is of an L-shaped structure, a first abutting piece is bent towards the truss floor support plate at the top, a second abutting piece is bent towards the first abutting piece at the bottom, and therefore a containing space is formed; the angle code with accommodation space assorted, the angle code sets up in the accommodation space, respectively with the sideform first butt piece with the second butt, just the angle code orientation truss building carrier plate direction is buckled and is had the drag hook, can be fixed to truss building carrier plate's support reinforcing bar.

In one possible implementation, the side edge of the corner brace abuts the first panel, the second panel, the first abutment and the abutment.

In one possible implementation manner, the side die is of a square strip-shaped structure, and the side die is bent with a first panel and a second panel along the length direction of the body; the first panel is perpendicular to the second panel; the first abutting piece is bent at one end, far away from the second panel, of the first panel, and the second abutting piece is bent at one end, far away from the first abutting piece, of the second panel.

In one possible implementation, the corner pieces include a first corner piece and a second corner piece; the first corner code is detachably connected with the second corner code.

In one possible implementation, the first angle is a plate-like structure; the first angle code is matched with the accommodating space and embedded in the accommodating space; the side edge of the first angle code is abutted with the first panel, the second panel, the first abutting piece and the abutting piece; the mounting holes are formed in the plate surface of the first corner code, and the mounting holes are strip holes.

In one possible implementation manner, the second corner bracket is a strip-shaped structure, and is matched with the mounting hole; the drag hook is bent at the top of one end of the second corner bracket in the length direction, and the hand-held part is bent at the bottom of the second corner bracket; the bending angle of the drag hook is 90 degrees, and the bending angle of the hand-held part is within the range of 30-50 degrees.

In one possible implementation, the length direction of the mounting hole is parallel to the plate surface of the first panel; the mounting hole is positioned in the middle of the first angle code, and a first preset distance is reserved between the mounting hole and the second panel; a clamping groove is formed in one end of the second corner bracket in the width direction, and the clamping groove is formed in one end far away from the drag hook; the length of the clamping groove is a second preset distance which is equal to the first preset distance, and the clamping groove is matched with the mounting hole and can be embedded in the mounting hole.

In one possible implementation manner, the number of the mounting holes is a plurality of, and the plurality of the mounting holes are formed along the extending direction of the drag hook; the mounting holes are arranged at equal intervals.

In one possible embodiment, the pulling hook extends a third predetermined distance in the direction of the truss floor deck.

In one possible implementation manner, the whole of the side mold is of a hollow square structure and is surrounded on the outer side of the truss floor carrier plate.

The ribbed reinforced welding-free floor support plate side die combination has the beneficial effects that: the cross-section of side form is "L" structure, and the top is buckled towards the direction of truss building carrier plate and is had first butt spare, and the bottom is buckled towards the direction of first butt spare and is had the second butt spare to form the accommodation space that can joint angle sign indicating number, the shape structure of angle sign indicating number and the accommodation space assorted that the side form was buckled and is formed can inlay and establish in the accommodation space, and the angle sign indicating number is buckled, is extended towards the direction of truss building carrier plate and has the drag hook, can be provided with the support reinforcing bar on truss building carrier plate by the link, will be fixed in the outside of truss building carrier plate with the side form that the angle sign indicating number is connected. Therefore, the side forms are fixed with the truss floor support plates through the corner connector, so that the construction steps of using an electric welding machine in high-altitude operation and fixing the side forms and the truss floor support plates through spot welding are avoided, and the safety of workers in the construction process is improved. Moreover, the production process of the corner connector is a stamping process, so that mass production can be performed.

Other features and aspects of the present application will become apparent from the following detailed description of exemplary embodiments, which proceeds with reference to the accompanying drawings.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate exemplary embodiments, features and aspects of the present application and together with the description, serve to explain the principles of the present application.

FIG. 1 is a schematic diagram of a main structure of a ribbed reinforced welding-free floor deck sideform assembly according to an embodiment of the present application;

FIG. 2 shows an enlarged schematic view of the main body structure of a ribbed reinforced weld-free floor deck sideform assembly of an embodiment of the present application;

FIG. 3 is a schematic diagram of a main structure of a first angle code according to an embodiment of the present application;

fig. 4 shows a schematic diagram of the main body structure of the second corner key according to the embodiment of the present application.

Detailed Description

Various exemplary embodiments, features and aspects of the present application will be described in detail below with reference to the accompanying drawings. In the drawings, like reference numbers indicate identical or functionally similar elements. Although various aspects of the embodiments are illustrated in the accompanying drawings, the drawings are not necessarily drawn to scale unless specifically indicated.

It should be understood, however, that the terms "center," "longitudinal," "transverse," "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counter-clockwise," "axial," "radial," "circumferential," and the like indicate or are based on the orientation or positional relationship shown in the drawings, and are merely for convenience of describing the utility model or simplifying the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model.

Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.

The word "exemplary" is used herein to mean "serving as an example, embodiment, or illustration. Any embodiment described herein as "exemplary" is not necessarily to be construed as preferred or advantageous over other embodiments.

In addition, numerous specific details are set forth in the following detailed description in order to provide a better understanding of the present application. It will be understood by those skilled in the art that the present application may be practiced without some of these specific details. In some instances, methods, means, elements, and circuits have not been described in detail as not to unnecessarily obscure the present application.

Fig. 1 shows a schematic view of a main body structure according to an embodiment of the present application. As shown in fig. 1, the ribbed reinforced welding-free floor side form combination of the embodiment of the application includes: the side forms 100 and the corner brace 200 are arranged on the outer side of the truss floor support plate in a surrounding mode, the side forms 100 are used for preventing slurry leakage of the floor support plate when concrete is poured, the corner brace 200 is fixed with the bent side forms 100, the corner brace 200 is embedded in the side forms 100, support is provided for the side forms 100, and the situation that the side forms 100 deform and are bent in a wave-shaped lateral mode in the pouring process is avoided. Furthermore, the angle brace 200 is bent and extended towards the truss floor support plate, and the draw hook 221 is used for connecting the side mold 100 with the angle brace 200 and the support steel bar of the truss floor support plate, and fixing the side mold 100 on the outer side of the truss floor support plate. Specifically, the cross section of sideform 100 is "L" type structure, and the top is buckled towards the direction of truss building carrier plate and is had first butt spare 111, and the bottom is buckled towards the direction of first butt spare 111 and is had second butt spare 121 to form the accommodation space that can joint angle sign indicating number 200, the shape structure of angle sign indicating number 200 and the accommodation space assorted that the sideform 100 was buckled and formed can inlay and establish in the accommodation space, and angle sign indicating number 200 is buckled towards the direction of truss building carrier plate, is extended and has draw hook 221, can be articulated to be provided with the support reinforcing bar on the truss building carrier plate, will be fixed the outside at the truss building carrier plate with the sideform 100 that angle sign indicating number 200 is connected. Therefore, the side die 100 and the truss floor support plate are fixed through the corner connector 200, the construction steps of using an electric welding machine in high-altitude operation and fixing the side die 100 and the truss floor support plate through spot welding are avoided, and the safety of workers in the construction process is improved.

In one embodiment, the shape structure of the corner brace 200 is matched with the accommodating space formed by bending the side mold 100, so that the corner brace 200 can be firmly embedded in the accommodating space. So, angle sign indicating number 200 is detachable connection with the connected mode of side form 100, is convenient for carry out the installation and the dismantlement between angle sign indicating number 200 and the side form 100, and when the workman was at high altitude construction, the operation was more convenient, labour saving and time saving.

In a specific embodiment, the cross section of the side mold 100 is in an "L" structure, and includes a first panel 110 and a second panel 120 that are perpendicular to each other, where the direction of the panel surface of the first panel 110 faces toward the truss floor, and the direction of the panel surface of the second panel 120 faces vertically upwards. In addition, the first abutting piece 111 is bent at one end of the first panel 110 far away from the second panel 120, the first abutting piece 111 is of a plate-shaped structure, a first preset angle is reserved between the first abutting piece 111 and the first panel 110, the angle range of the first preset angle is between 30 degrees and 60 degrees, and the abutting piece is convenient to abut and fix the top of the corner connector 200. The second abutting piece 121 is bent at one end, far away from the second panel 120, of the second panel 120, and a second preset angle is reserved between the second abutting piece 121 and the second panel 120, wherein the second preset angle is 90 degrees, so that the second panel 120 is perpendicular to the second abutting piece 121 of the plate-shaped structure, and the bottom of the corner brace 200 is convenient to fix.

In a specific embodiment, the corner brace 200 includes a first corner brace 210 and a second corner brace 220, the shape and structure of the first corner brace 210 is matched with the bent accommodating space of the side form 100, and is used for being embedded and fixed in the accommodating space of the side form 100, and the second corner brace 220 is bent and extended to form a drag hook 221 for fixing the side form 100 and supporting steel bars of the truss floor carrier. Specifically, the first corner brace 210 and the second corner brace 220 are formed by a stamping process, so that mass production can be performed.

Further, in this embodiment, the first corner code 210 and the second corner code 220 are fixed by clamping, and a conventional welding fixing method is not used, so that the first corner code 210 and the second corner code 220 are more convenient and faster to install. When the worker works aloft, the first corner code 210 and the second corner code 220 can be easily clamped and combined, and the construction process is safer.

In an embodiment, the first angle 210 is a plate structure and is clamped in the bent accommodating space of the side mold 100. Specifically, the first corner code 210 is vertically disposed, and the side edges are respectively abutted with the first panel 110, the second panel 120, the first abutting piece 111 and the second abutting piece 121 of the side mold 100, so that the side edges can be firmly embedded in the accommodating space.

Further, in this embodiment, the first corner code 210 is provided with a mounting hole 223 capable of being clamped with the second corner code 220.

The first corner bottom 222 has a square cross section, and is abutted against the first panel 110, the second panel 120 and the second abutment 121 of the side mold 100 to fix the bottom of the first corner 210. The section of the second corner bracket top 221 is a right trapezoid structure, and the bottom angle of the waist is the oblique side end, which is matched with the bending angle between the first panel 110 and the first abutting piece 111, so that the top of the first corner bracket 210 can be embedded between the first panel 110 and the first abutting piece 111.

In one embodiment, the second corner brace 220 is a plate-shaped strip structure, the top of one end of the body in the length direction is bent and extended with a draw hook 221 for fixing the sideform 100 and the truss floor carrier, and the bottom is bent with a hand-hold portion 222.

Further, in this embodiment, the second corner bracket 220 can be disposed in the mounting hole 223 of the first corner bracket 210 to fix the first corner bracket 210 and the second corner bracket 220. Specifically, the mounting hole 223 formed in the first corner code 210 is a long hole, and the length direction of the hole is perpendicular to the first panel 110, and the length of the hole is greater than the body width length of the second corner code 220, so that the second corner code 220 of the plate-shaped structure can be disposed in the mounting hole 223 in a vertical state. Furthermore, the installation hole 223 is arranged at the middle part of the first corner code 210, a first preset distance is reserved between the installation hole and the bottom of the first corner code 210, the clamping groove 223 is arranged at one end, far away from the drag hook 221, of the second corner code 220 in the width direction, and the arrangement length of the clamping groove 223 is a second preset distance which is equal to the first preset distance. So set up, at first with second angle sign indicating number 220 with the vertical state setting in the mounting hole 223 of first angle sign indicating number 210, with the joint groove 223 that second angle sign indicating number 220 bottom was seted up again aimed at mounting hole 223 in the ascending bottom of vertical direction, at last second angle sign indicating number 220 presses towards the direction of second panel 120 through the joint groove 223 of seting up, accomplishes the fixed between first angle sign indicating number 210 and the second angle sign indicating number 220.

Further, in this embodiment, the number of the mounting holes 223 is plural, and the mounting holes are arranged at equal intervals along the extending direction of the drag hook 221. So set up, when second angle sign indicating number 220 joint at different mounting holes 223, can adjust the draw hook 221 of buckling, extending on the second angle sign indicating number 220, with the distance between the truss floor carrier plate, make draw hook 221 articulate the support reinforcing bar at truss floor carrier plate after the installation.

The state after the first corner brace 210 and the second corner brace 220 are fixed is that the second corner brace 220 bends and the extending draw hook 221 faces the support steel bar of the truss floor support plate.

In a specific embodiment, the drag hook 221 extends toward the truss floor support plate by a third predetermined distance, so that the drag hook 221 can be hung on the support steel frame of the truss floor support plate to fix the sideform 100 and the truss floor support plate.

In one embodiment, the side mold 100 has a hollow square structure, and is disposed around the outer side of the truss floor carrier plate, so as to prevent slurry leakage during concrete pouring.

The embodiments of the present application have been described above, the foregoing description is exemplary, not exhaustive, and not limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the various embodiments described. The terminology used herein was chosen in order to best explain the principles of the embodiments, the practical application, or the improvement of technology in the marketplace, or to enable others of ordinary skill in the art to understand the embodiments disclosed herein.

Claims

1. A ribbed reinforced weld-free floor carrier plate sideform assembly comprising:

side forms and corner pieces;

the side die is suitable for being arranged on the outer side of the truss floor support plate in a surrounding mode, the cross section of the side die is of an L-shaped structure, a first abutting piece is bent towards the truss floor support plate at the top, a second abutting piece is bent towards the first abutting piece at the bottom, and therefore a containing space is formed;

the angle code with accommodation space assorted, the angle code sets up in the accommodation space, respectively with the sideform first butt piece with the second butt, just the angle code orientation truss building carrier plate direction is buckled and is had the drag hook, can be fixed to truss building carrier plate's support reinforcing bar.

2. The ribbed reinforced welding-free floor side form assembly of claim 1, wherein the side form is a square strip-shaped structure and is folded with a first panel and a second panel along the length direction of the body;

the first panel is perpendicular to the second panel;

the first abutting piece is bent at one end, far away from the second panel, of the first panel, and the second abutting piece is bent at one end, far away from the first abutting piece, of the second panel.

3. The ribbed reinforced weld-free floor side form combination of claim 2, wherein the sides of the corner brace abut the first panel, the second panel, the first abutment and the abutment.

4. The ribbed reinforced weld-free floor side form combination of claim 2, wherein said corner pieces include a first corner piece and a second corner piece;

the first corner code is detachably connected with the second corner code.

5. The ribbed reinforced weld-free floor side form assembly of claim 4, wherein said first corner code is a plate-like structure;

the first angle code is matched with the accommodating space and embedded in the accommodating space;

the side edge of the first angle code is abutted with the first panel, the second panel, the first abutting piece and the abutting piece;

the mounting holes are formed in the plate surface of the first corner code, and the mounting holes are strip holes.

6. The ribbed reinforced weld-free floor side form assembly of claim 5, wherein the second gusset is a plate-like elongated structure that mates with the mounting hole;

the drag hook is bent at the top of one end of the second corner bracket in the length direction, and the hand-held part is bent at the bottom of the second corner bracket;

the bending angle of the drag hook is 90 degrees, and the bending angle of the hand-held part is within the range of 30-50 degrees.

7. The ribbed reinforced weld-free floor side form combination of claim 6, wherein the length of said mounting hole is parallel to the face of said first panel; the mounting hole is positioned in the middle of the first angle code, and a first preset distance is reserved between the mounting hole and the second panel;

a clamping groove is formed in one end of the second corner bracket in the width direction, and the clamping groove is formed in one end far away from the drag hook;

the length of the clamping groove is a second preset distance which is equal to the first preset distance, and the clamping groove is matched with the mounting hole and can be embedded in the mounting hole.

8. The ribbed reinforced welding-free floor side form assembly of claim 7, wherein a plurality of said mounting holes are provided in a plurality of said mounting holes along the direction of extension of said retractor;

the mounting holes are arranged at equal intervals.

9. The ribbed reinforced weld-free floor side form assembly of claim 1, wherein said retractor extends a third predetermined distance toward said truss floor deck.

10. The ribbed reinforced welding-free floor side form assembly of claim 1, wherein the side form is generally hollow and square in configuration and surrounds the outer side of the truss floor.