CN220666903U - Supporting template - Google Patents

Abstract

The utility model provides a support template, which relates to the technical field of building equipment and comprises a thickening template, wherein the four corners of the bottom of the thickening template are respectively provided with a support column, the bottom of each support column is connected with a fixed base, the bottom of each fixed base is provided with a reinforcing plate, and the four corners of the top of each reinforcing plate are respectively provided with a fixing screw in a penetrating manner. According to the utility model, the support posts, the fixed base and the reinforcing plate are arranged at the four corners of the bottom of the thickened template, the fixed base is connected to the bottom of the support posts, so that the stability of the bottom of the template can be greatly improved, the potential safety hazard of rollover of the template can be effectively reduced, the reinforcing plate is arranged at the bottom of the fixed base, the reinforcing plate is connected with the ground through the fixed screws, the shaking amplitude of the template can be effectively reduced, the stressed level of the template is increased, the firmness of the template body can be effectively improved, and the stressed point can be effectively differentiated.

Description

Supporting template

Technical Field

The utility model relates to the technical field of building equipment, in particular to a support template.

Background

When the formwork is supported, a formwork support structure for concrete cast-in-situ construction is used on a building, steel or wood beams are generally adopted to assemble a formwork bracket, steel or wood rods are utilized to construct a scaffold frame to form a bracket support, and the steel formwork is matched for concrete construction. In public and civil buildings, reinforced concrete structures are generally adopted for wall construction, and in the construction process, templates are firstly erected, and the quality of the formwork erection directly determines the quality of concrete construction. The formwork support structure for concrete cast-in-situ construction on a building generally adopts steel or wood beams to assemble a formwork bracket, utilizes steel or wood rods to build a scaffold to form a bracket support, and cooperates with a steel formwork to carry out concrete construction.

In the prior art, for example, the Chinese patent number is: "a form support stand" of CN213204968U, comprising a first support, a second support, a support structure connected to the first support and the second support; the first support is provided with a first limiting hole, and the second support is provided with a second limiting hole for limiting the template support frame by the limiting pin; the template support frame further comprises a protection structure connected with the first support and/or the second support, and the protection structure can prevent the limiting pin from directly extruding the first limiting hole and/or the second limiting hole. The technical problem that the locating pin directly extrudes the limiting hole to deform is solved by the aid of the protection structure, and the technical effects of prolonging the service life, facilitating construction and enhancing construction safety are achieved.

But current support template does not consolidate the bottom, and this leads to support template structure when using, because the top atress is too big, produces the condition of slope or rocking, serious probably produces template fracture or the structure takes place to collapse to make support template structure have very big potential safety hazard, increased the cost of labor, influenced the efficiency of work simultaneously.

Disclosure of Invention

The utility model aims to solve the problem that in the prior art, the bottom is not reinforced to cause the template to break or the structure to collapse, and provides a support template.

In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a support template, includes the thickening template, the bottom four corners of thickening template all is provided with the pillar, the bottom of pillar is connected with fixed base, fixed base's bottom is provided with the gusset plate, the top four corners of gusset plate all runs through and is provided with the set screw.

Preferably, the bottom of the thickening template is provided with a beam, two ends of the beam are provided with steel beams, and the steel beams are connected with the bottom of the thickening template.

Preferably, the bottom of girder steel is provided with a plurality of first U type jacking, the bottom of first U type jacking is connected with the secondary wood square joist, the outside of secondary wood square joist is provided with right angle connection fastener.

Preferably, the bottom of crossbeam is provided with second U type jacking, the bottom of second U type jacking is connected with main steel pipe fossil fragments, the outside of main steel pipe fossil fragments is provided with multidirectional connection fastener.

Preferably, a plurality of connecting wood beams are connected between the right-angle connecting fasteners, and unidirectional connecting fasteners are arranged on the outer sides of the connecting wood beams.

Preferably, one end of the unidirectional connecting fastener is connected with a connecting steel pipe, and the connecting steel pipe is connected with the multidirectional connecting fastener.

Compared with the prior art, the utility model has the advantages and positive effects that,

1. according to the utility model, the support posts, the fixed base and the reinforcing plate are arranged, the support posts are arranged at four corners of the bottom of the thickened template, and the fixed base is connected to the bottom of the support posts, so that the stability of the bottom of the template can be greatly improved, meanwhile, the potential safety hazard of rollover of the template is effectively reduced, the reinforcing plate is arranged at the bottom of the fixed base, and the reinforcing plate is connected with the ground through the fixed screws, so that the shaking amplitude of the template can be effectively reduced, and the stressed level of the template is increased.

2. According to the utility model, the steel beam and the cross beam are arranged at the bottom of the thickened template, so that the firmness of the template body can be effectively improved, meanwhile, stress points are effectively differentiated, the steel beam is connected at two ends of the cross beam, and is fixed at the bottom of the thickened template, so that an H-shaped supporting structure can be formed, the stress level of the template is effectively improved, the stress area of the template body is effectively differentiated, and the firmness of the template is improved.

Drawings

Fig. 1 is a schematic perspective view of a support template according to the present utility model;

FIG. 2 is a schematic view showing a frame assembly for supporting a form according to the present utility model;

FIG. 3 is a schematic view showing a structure of a strut assembly for supporting a form according to the present utility model;

fig. 4 is a schematic structural diagram of a reinforcing component for supporting a formwork according to the present utility model.

Legend description: 1. thickening the template; 2. a support post; 3. a fixed base; 4. a reinforcing plate; 5. a set screw; 6. a first U-shaped jacking; 7. secondary wood purlin keels; 8. a main steel pipe keel; 9. a multidirectional connection fastener; 10. the right angle connecting fastener; 11. connecting wood purlin; 12. a unidirectional connecting fastener; 13. a steel beam; 14. a cross beam; 15. a second U-shaped jacking; 16. and connecting the steel pipes.

Detailed Description

In order that the above objects, features and advantages of the utility model will be more clearly understood, a further description of the utility model will be rendered by reference to the appended drawings and examples. It should be noted that, in the case of no conflict, the embodiments of the present application and the features in the embodiments may be combined with each other.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, however, the present utility model may be practiced otherwise than as described herein, and therefore the present utility model is not limited to the specific embodiments of the disclosure that follow.

Example 1

As shown in fig. 1 to 4, the present utility model provides a technical solution: the utility model provides a support template, includes thickening template 1, and the bottom four corners of thickening template 1 all is provided with pillar 2, and the bottom of pillar 2 is connected with fixed base 3, and fixed base 3's bottom is provided with gusset plate 4, and the top four corners of gusset plate 4 all runs through and is provided with set screw 5.

In this embodiment, through setting up pillar 2 in the bottom four corners of thickening template 1 to connect fixed base 3 in the bottom of pillar 2, can greatly promote the stability of template bottom, through setting up gusset plate 4 in the bottom of fixed base 3, and be connected gusset plate 4 and ground through set screw 5, can conduct the atress of thickening template 1 to ground, reduce the atress burden of thickening template 1.

Example 2

As shown in fig. 1-4, the bottom of the thickening template 1 is provided with a cross beam 14, both ends of the cross beam 14 are provided with steel beams 13, the steel beams 13 are connected with the bottom of the thickening template 1, the bottom of the steel beams 13 is provided with a plurality of first U-shaped jacking 6, the bottom of the first U-shaped jacking 6 is connected with a secondary wood square keel 7, the outer side of the secondary wood square keel 7 is provided with a right-angle connection fastener 10, the bottom of the cross beam 14 is provided with a second U-shaped jacking 15, the bottom of the second U-shaped jacking 15 is connected with a main steel pipe keel 8, the outer side of the main steel pipe keel 8 is provided with a multidirectional connection fastener 9, a plurality of connecting wood square 11 are connected between the plurality of right-angle connection fasteners 10, the outer side of the connecting wood square 11 is provided with a unidirectional connection fastener 12, one end of the unidirectional connection fastener 12 is connected with a connection steel pipe 16, and the connection steel pipe 16 is connected with the multidirectional connection fastener 9.

In this embodiment, through setting up the bottom at the thickening template 1 with crossbeam 14, can effectively improve the firm degree of template body, through connecting girder 13 at the both ends of crossbeam 14, and fix girder 13 in the bottom of thickening template 1, can constitute H type bearing structure, can effectively improve the atress level of template, through being provided with a plurality of first U type jacking 6 in girder 13 bottom, and connect sub-square timber fossil fragments 7, can pass through sub-square timber fossil fragments 7 with the top atress of thickening template 1 and conduct to ground, reduce the top pressure of thickening template 1, be connected main steel pipe fossil fragments 8 and crossbeam 14 through second U type jacking 15, can maintain whole braced frame's stability, simultaneously make thickening template 1 keep steady by the holding power, connect square timber keels 7 through connecting square timber 11 through right angle connection fastener 10, can constitute rectangular frame structure, all be provided with unidirectional connection fastener 12 through connecting square timber 11 outside, and be connected with connection steel pipe 16 in unidirectional connection fastener 12 one end, can be with rectangular frame through connecting 16 and the inside of cross-shaped steel pipe keels 8, thereby stable connection of rectangular frame 9 is constituteed in the inside of rectangular frame.

The working principle of the embodiment is as follows: when the girder structure is used, firstly, the thickened formwork 1 is connected with a girder structure formed by the girder 13 and the cross beam 14, the bottom of the girder 13 is connected with a plurality of secondary wood balk keels 7 through a first U-shaped jacking 6, the bottom of the cross beam 14 is connected with a main steel pipe keel 8 through a second U-shaped jacking 15, then right-angle connecting fasteners 10 are arranged on the outer sides of all the secondary wood balk keels 7, the secondary wood balk keels 7 at two ends of the right-angle connecting fasteners 10 are connected through connecting wood balk 11 to form a rectangular framework structure, then the unidirectional connecting fasteners 12 are arranged on the outer sides of the connecting wood balk 11, the connecting wood balk 11 and the main steel pipe keels 8 are connected through connecting steel pipes 16 to form a cross connecting structure, finally, the support post 2 is connected at the bottom of the thickened formwork 1, the fixed base 3 is connected with the bottom of the support post 2, and the fixed base 3 is completely fixed on the ground through fixing screws 5, and thus the construction and use of the supporting formwork are completed.

The present utility model is not limited to the above-mentioned embodiments, and any equivalent embodiments which can be changed or modified by the technical content disclosed above can be applied to other fields, but any simple modification, equivalent changes and modification made to the above-mentioned embodiments according to the technical substance of the present utility model without departing from the technical content of the present utility model still belong to the protection scope of the technical solution of the present utility model.

Claims (6)

1. A support template, comprising a thickened template (1), characterized in that: the bottom four corners of thickening template (1) all are provided with pillar (2), the bottom of pillar (2) is connected with fixed base (3), the bottom of fixed base (3) is provided with gusset plate (4), the top four corners of gusset plate (4) all runs through and is provided with fixed screw (5).

2. The support template of claim 1, wherein: the bottom of thickening template (1) is provided with crossbeam (14), the both ends of crossbeam (14) all are provided with girder steel (13), girder steel (13) are connected with the bottom of thickening template (1).

3. The support template of claim 2, wherein: the bottom of girder steel (13) is provided with a plurality of first U type jacking (6), the bottom of first U type jacking (6) is connected with secondary wood purlin fossil fragments (7), the outside of secondary wood purlin fossil fragments (7) is provided with right angle connection fastener (10).

4. A support template according to claim 3, wherein: the bottom of crossbeam (14) is provided with second U type jacking (15), the bottom of second U type jacking (15) is connected with main steel pipe fossil fragments (8), the outside of main steel pipe fossil fragments (8) is provided with multidirectional connection fastener (9).

5. The support template of claim 4, wherein: a plurality of connecting wood beams (11) are connected between the right-angle connecting fasteners (10), and unidirectional connecting fasteners (12) are arranged on the outer sides of the connecting wood beams (11).

6. The support template of claim 5, wherein: one end of the unidirectional connecting fastener (12) is connected with a connecting steel pipe (16), and the connecting steel pipe (16) is connected with the multidirectional connecting fastener (9).