CN214498478U

CN214498478U - Beam reinforcing and supporting system and material filling box used by same

Info

Publication number: CN214498478U
Application number: CN202023339679.7U
Authority: CN
Inventors: 韩帅; 陈贺; 陈国富; 迟红伟; 李国辉
Original assignee: Beijing Zhibo Hengtai Civil Engineering Co ltd
Current assignee: Beijing Zhibo Hengtai Civil Engineering Co ltd
Priority date: 2020-12-31
Filing date: 2020-12-31
Publication date: 2021-10-26
Anticipated expiration: 2030-12-31

Abstract

The utility model relates to a roof beam consolidates the field, especially relates to a roof beam consolidates support system and used irritates magazine thereof, and its technical scheme main points are: including consolidating bottom die plate and two reinforcement side form boards, be provided with on the reinforcement side form board with the inside irritate material box that communicates of reinforced beam, irritate the material box and include two curb plates and set up the swash plate between two curb plates, two curb plates are vertical and consolidate the side form board setting perpendicularly, the swash plate bottom is kept away from with reinforcement side form board butt and top and is consolidated the side form board setting, swash plate bottom fixedly connected with plugboard, on the reinforcement side form board fixedly connected with can with plugboard matched with plug-in connection groove body, reached and made irritate the material box and can reuse, and then material saving.

Description

Beam reinforcing and supporting system and material filling box used by same

Technical Field

The application relates to the field of beam reinforcement, in particular to a beam reinforcement supporting system and a material filling box used by the same.

Background

At present, our country is rapidly developed in recent decades, house buildings are pulled out, but many old houses are still used nowadays, and as the old houses have long service lives and aging structures, the beam structures of the houses need to be reinforced in order to be used continuously, so that the structural strength of the houses is enhanced, the service life of the houses is prolonged, and the safety of the houses is improved.

In the correlation technique, the roof beam is consolidated the support system and is set up on female roof beam, female roof beam below is the reinforcing beam, the roof beam is consolidated the support system and is including setting up the reinforcement side form board in the reinforcing beam both sides and setting up the reinforcement die block board in the reinforcing beam bottom surface, be connected with the irritate magazine on the reinforcement side form board, irritate the magazine and include two curb plates and set up the swash plate between two curb plates, two curb plates consolidate the side form board perpendicularly and with reinforcement side form board fixed connection, two curb plates are right triangle platelike structure, curb plate right angle limit is connected with the reinforcement side form board, the swash plate surface is connected with the hypotenuse fixed connection of curb plate, swash plate lower extreme and reinforcement side form board fixed connection, the setting of reinforcement side form board is kept away from to the swash plate upper end.

In view of the above-mentioned related art solutions, the inventors found that: because curb plate and swash plate all with reinforcement side form board fixed connection, make like this that the roof beam reinforces the system and irritates the material box and scrap along with reinforcing the side form board after once using, and then make and irritate that the material box can't reuse, extravagant material.

SUMMERY OF THE UTILITY MODEL

In order to make the irritate material box can reuse, and then material saving, this application provides a roof beam and consolidates braced system and used irritate material box thereof.

In a first aspect, the present application provides a beam reinforcement support system, which adopts the following technical scheme:

the utility model provides a supporting system is consolidated to roof beam, including consolidating bottom die plate and two reinforcing side form boards, be provided with on the reinforcing side form board with the inside irritate material box that communicates of reinforcing beam, irritate the material box and include two curb plates and set up the swash plate between two curb plates, two curb plates are vertical and consolidate the side form board setting perpendicularly, the swash plate bottom is kept away from reinforcing side form board setting with reinforcing side form board butt and top, swash plate bottom fixedly connected with plugboard, on the reinforcing side form board fixedly connected with can with plugboard matched with socket groove body.

By adopting the technical scheme, the filling box and the reinforcing side template are connected with the plug groove body through the plug board, the filling box is convenient to mount on the reinforcing side template or dismount from the reinforcing side template due to the design, the reinforcing side template is scrapped after being constructed for the assistance of a reinforcing beam, the filling box can be dismounted from the reinforcing side template by people, and then the filling box is recycled for continuous use next time, so that the materials are saved.

Preferably, a plurality of filling boxes are uniformly arranged on the reinforcing side template.

By adopting the technical scheme, because the reinforcing beam is usually too long, the fluidity of the concrete is limited, the part of the reinforcing beam far away from the filling box is provided with the filling box, the reinforcing beam is not filled with the concrete, and the concrete can better reach each area of the reinforcing beam by the design of the plurality of filling boxes, so that the condition that the reinforcing beam is not filled with the concrete is reduced.

Preferably, a plurality of longitudinal outriggers are vertically and fixedly connected to the side surface of the female beam, a transverse hanging beam and a fixing assembly capable of fixing the transverse hanging beam and the longitudinal outriggers are arranged on the longitudinal outriggers, and the transverse hanging beam is abutted to the bottom surface of the reinforcing bottom template.

Through adopting above-mentioned technical scheme, the crossbeam is hung the roof beam and is connected with the vertical outrigger through fixed subassembly, and then will consolidate the die block board and hold up to it is more stable to make roof beam reinforcement support system structure, and roof beam reinforcement support system is difficult for loosing the frame when filling the concrete.

Preferably, the fixing assembly comprises a horizontally arranged fixing pin, the fixing pin is connected with the longitudinal cantilever beam in a pulling and inserting mode, and the fixing pin is abutted to the bottom surface of the transverse hanging beam.

Through adopting above-mentioned technical scheme, when people need make the horizontal roof beam of hanging will consolidate the die block board and hold up, will hang the roof beam with the horizontal and install on indulging the outrigger, insert the fixed pin and indulge the outrigger, and then it is fixed with indulging the outrigger, when people need dismantle roof beam reinforcement support system, dismantle the fixed pin from indulging the outrigger down, and then make things convenient for people to dismantle roof beam reinforcement support system.

Preferably, the reinforcing sideforms are provided with a gib which enables the two reinforcing sideforms to have a tendency to move towards each other.

Through adopting above-mentioned technical scheme, when filling the concrete for the reinforcing beam, the concrete can produce outside thrust to the side form that consolidates, and the setting up of holding strip makes the side form that consolidates can maintain original position, and then reduces the change of reinforcing beam shape.

Preferably, the side surface of the reinforcing side template, which is far away from the reinforcing beam, is horizontally provided with a plurality of filler strips, and the side surface of the filler strips, which is far away from the reinforcing side template, is abutted against the clamping strips.

Through adopting above-mentioned technical scheme, the filler strip can disperse the power of holding strip to reinforcing side form board to reduce the concentrated pressure on the reinforcing side form board, and then make the reinforcing side form board be difficult for receiving the damage.

Preferably, the holding strip is provided with a plurality ofly, and every filler strip all with two holding strip looks butt, and two holding strips evenly set up along filler strip length direction.

Through adopting above-mentioned technical scheme, if only set up a holding strip on every filler strip, the easy atress of filler strip is uneven, makes filler strip one end be greater than the effort of the opposite end to the reinforcement side form to the effort of reinforcement side form, and then makes the reinforcing beam easily take place deformation, and the design of two holding strips makes the filler strip atress even, and then reduces the possibility that the reinforcing beam takes place deformation.

On the other hand, the material filling box for the beam reinforcing and supporting system comprises two side plates and an inclined plate arranged between the two side plates, wherein the two side plates are vertically arranged and are both in right-angled triangular plate structures; the two ends of the inclined plate are fixedly connected with the surfaces of the two side plates close to each other respectively, and one surface of the inclined plate is positioned on the plane where the inclined edge of the side plate is positioned; and the lower end face of the inclined plate is vertically and fixedly connected with a plugboard.

In summary, the present application has the following technical effects:

1. the filling box and the insertion plate are arranged, so that the filling box is detachably connected with the reinforced side template, the filling box is convenient to reuse, and materials are saved;

2. through having set up vertical outrigger and violently hanging the roof beam, make the roof beam consolidate the installation that support system can be stable on female roof beam, and then make people for strengthening the roof beam when filling up the concrete, the structure is more firm.

Drawings

Fig. 1 is a schematic structural diagram of a beam-reinforced support system in an embodiment of the present application.

In the figure, 1, a mother beam; 2. reinforcing the beam; 3. reinforcing the side template; 31. a material filling groove; 4. reinforcing the bottom template; 5. a filling box; 51. a side plate; 52. a sloping plate; 53. a plugboard; 54. a slot body is inserted; 6. clamping strips; 7. cushion blocks; 8. longitudinally cantilever beams; 81. a fixing hole; 9. transversely hanging the beam; 10. a fixing assembly; 101. and fixing the pin.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

Referring to fig. 1, the application provides a roof beam consolidates support system, sets up on female roof beam 1, and female 1 below of roof beam is provided with reinforcement roof beam 2, and the roof beam consolidates support system including setting up two reinforcement side form boards 3 and the reinforcement die block board 4 of setting in reinforcement 2 bottom surfaces of roof beam 2 both sides respectively, consolidates 3 upper ends of side form board and female 1 looks butt of roof beam, consolidates 4 both sides of die block board end respectively with two 3 bottom fixed connection of reinforcement side form board. The side face, far away from the reinforcing beam 2, of the reinforcing side template 3 is evenly provided with two material filling boxes 5, and the reinforcing side template 3 is provided with two material filling grooves 31 which correspond to the two material filling boxes 5 respectively and communicate the interiors of the material filling boxes 5 with the interiors of the reinforcing beam 2.

When the female beam 1 is reinforced, the reinforcing side template 3 and the reinforcing bottom template 4 are connected to the female beam 1, the reinforcing side template 3, the reinforcing bottom template 4 and the ground of the female beam 1 are enclosed to form the appearance of the reinforcing beam 2, then the filling box 5 is installed on the reinforcing side template 3, concrete is filled into the filling box 5, the concrete flows into the reinforcing beam 2 through the filling groove 31, the filling of the concrete is stopped when the concrete is filled into the reinforcing beam 2, and the reinforcing beam 2 is solidified. Because the length of reinforcing beam 2 horizontal direction overlength, the concrete has certain viscosity, so reinforcing beam 2 keeps away from the paragraph of irritate magazine 5, the condition that reinforcing beam 2 was not filled to the concrete easily appears, and two design of irritate magazine 5 make the concrete be changeful to fill up reinforcing beam 2's whole spaces, and then make reinforcing beam 2 inseparabler and guarantee reinforcing beam 2 structural strength with female roof beam 1.

The pouring box 5 comprises two side plates 51 and an inclined plate 52 arranged between the two side plates 51, the two side plates 51 are vertically arranged perpendicular to the reinforcing side template 3, the side plates 51 are in a right-angled triangle plate-shaped structure, one right-angled edge of the side plates 51 is abutted against the side surface of the reinforcing side template 3 far away from the reinforcing beam 2, the two ends of the inclined plate 52 are respectively fixedly connected with the surfaces of the two side plates 51 close to each other, and the surface of the sloping plate 52 far away from the reinforcing side template 3 is positioned on the plane of the sloping edge of the side plate 51, the bottom end of the sloping plate 52 is abutted to the reinforcing side template 3, the upper end of the sloping plate 52 is far away from the reinforcing side template 3, the lower end surface of the sloping plate 52 is vertically and fixedly connected with a plug board 53, the surface of the plug board 53 close to the reinforcing side template 3 is abutted to the reinforcing side template 3, and the surface of the reinforcing side template 3 far away from the reinforcing beam 2 is fixedly connected with a plug groove body 54 capable of being in plug fit with the plug board 53.

When installing the filling box 5, people firstly assemble the filling box 5, and then insert the insertion plate 53 into the insertion groove body 54, so that the filling box 5 is connected with the reinforced side template 3. The design of plugboard 53 and socket groove body 54 has made things convenient for people to the installation and the dismantlement of irritating material box 5, and then after reinforcing roof beam 2 internal concrete solidification, people are after dismantling reinforcing side form 3 and reinforcing bottom formwork 4, conveniently pull down irritating material box 5 from reinforcing side form 3, and then retrieve irritating material box 5 and make preparation for building reinforcing roof beam 2 next time. Such a design enables the pouring box 5 to be used repeatedly, thereby saving the material used in constructing the reinforcing beam 2.

The surface of the two reinforcing side templates 3 far away from the reinforcing beam 2 is horizontally and fixedly connected with three cushion blocks 7, the cushion blocks 7 are of strip-shaped structures, the three cushion blocks 7 located on one side of the reinforcing beam 2 extend along the same horizontal line direction, and the three cushion blocks 7 and the two filling boxes 5 are arranged alternately. Evenly be provided with two holding strip 6 on every cushion 7, holding strip 6 is U-shaped strip structure, and the side butt that the side form 3 was kept away from to the cushion 7 of holding beam 2 one side is kept away from to the holding strip 6 one end, and the side butt that the side form 3 was kept away from to the cushion 7 of 2 opposite sides was walked around with the reinforcing beam 2 other side from the reinforcing beam 2 bottom to the holding strip 6 other end, and holding strip 6 has the tendency that makes the cushion 7 of reinforcing beam 2 both sides move to the direction that is close to each other.

The clamping strips 6 can clamp the cushion blocks 7 on the two sides of the reinforcing beam 2, and further clamp the reinforcing side template 3, so that deformation of the reinforcing beam 2 is reduced when concrete is filled. The design of the cushion block 7 ensures that the holding strip 6 does not directly contact the reinforced side template 3, so that the force for clamping the reinforced side template 3 is more evenly distributed, and the reinforced side template 3 is not easy to be damaged.

Female 1 bilateral symmetry of roof beam just evenly is provided with a plurality of vertical outriggers 8, vertical setting of vertical outrigger 8 and upper end and female 1 fixed connection of roof beam, it hangs roof beam 9 to indulge to be provided with on the outrigger 8, violently hang 9 levels of roof beam and set up, violently hang 9 sides of roof beam and be close to both ends department and offer the hole that passes that supplies to indulge outrigger 8 to pass, violently hang 9 both ends of roof beam and pass through the hole and be connected with the vertical outrigger 8 at reinforcing beam 2 both ends through indulging outrigger 8, violently hang 9 upper surfaces of roof beam and 4 looks butt of reinforcing bed die plate. The longitudinal cantilever beam 8 is provided with a fixing assembly 10, the longitudinal cantilever beam 8 is provided with a fixing hole 81, the fixing assembly 10 comprises a fixing pin 101 capable of being inserted into the fixing hole 81, and the fixing pin 101 can be abutted to the lower surface of the transverse hanging beam 9.

The design of the fixing pin 101 enables the transverse hanging beam 9 to be fixed on the longitudinal cantilever beam 8, the transverse hanging beam 9 can drag the reinforcing bottom template 4, and the reinforcing support system can be stably installed on the main beam 1.

The present embodiment is only for explaining the present application, and it is not limited to the present application, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present application.

Claims

1. The utility model provides a support system is consolidated to roof beam, is provided with on consolidating side form board (3) and irritates material box (5), its characterized in that with consolidating inside intercommunication of roof beam (2) including consolidating bottom form board (4) and two consolidating side form board (3): the filling box (5) comprises two side plates (51) and inclined plates (52) arranged between the two side plates (51), the two side plates (51) are vertically arranged and are used for reinforcing the side template (3), the bottom ends of the inclined plates (52) are abutted to the reinforcing side template (3) and the top ends of the reinforcing side template (3) are far away from the reinforcing side template (3), the bottom ends of the inclined plates (52) are fixedly connected with plug boards (53), and the reinforcing side template (3) is fixedly connected with plug groove bodies (54) which can be matched with the plug boards (53).

2. The beam-reinforcing support system of claim 1, wherein: a plurality of filling boxes (5) are uniformly arranged on the reinforcing side template (3).

3. The beam-reinforcing support system of claim 2, wherein: the side face of the main beam (1) is vertically and fixedly connected with a plurality of longitudinal outriggers (8), the longitudinal outriggers (8) are provided with transverse hanging beams (9) and fixing assemblies (10) capable of fixing the transverse hanging beams (9) and the longitudinal outriggers (8), and the transverse hanging beams (9) are abutted to the bottom face of the reinforcing bottom template (4).

4. The beam-reinforcing support system of claim 3, wherein: the fixing component (10) comprises a fixing pin (101) which is horizontally arranged, the fixing pin (101) is connected with the longitudinal cantilever beam (8) in a pulling and inserting mode, and the fixing pin (101) is abutted to the bottom face of the transverse hanging beam (9).

5. The beam-reinforcing support system of claim 4, wherein: the reinforcing side templates (3) are provided with holding strips (6) which can enable the two reinforcing side templates (3) to move towards each other.

6. The beam-reinforcing support system of claim 5, wherein: the side surface of the reinforcing side template (3) far away from the reinforcing beam (2) is horizontally provided with a plurality of filler strips, and the side surface of the filler strips far away from the reinforcing side template (3) is abutted to the clamping strips (6).

7. The beam-reinforcing support system of claim 6, wherein: the holding strip (6) are provided with a plurality of, and every filler strip all with two holding strip (6) looks butt, and two holding strip (6) evenly set up along filler strip length direction.

8. The utility model provides a used irritate magazine of support system is consolidated to roof beam which characterized in that: the anti-theft door comprises two side plates (51) and an inclined plate (52) arranged between the two side plates (51), wherein the two side plates (51) are vertically arranged, and the two side plates (51) are both in right-angled triangle plate-shaped structures; the two ends of the inclined plate (52) are fixedly connected with the surfaces of the two side plates (51) close to each other respectively, and one surface of the inclined plate (52) is positioned on the plane where the inclined edges of the side plates (51) are positioned; the lower end face of the inclined plate (52) is vertically and fixedly connected with a plug board (53).