CN212707305U - Concrete prefabricated component's preparation template - Google Patents

Abstract

A template for manufacturing a concrete prefabricated part, which is simple and rapid in construction operation and convenient to disassemble, the side template comprises a bottom template and side templates, wherein a plurality of insertion rods are arranged on the outer side surface of each side template, a plurality of insertion sleeves are arranged and fixed on the left side edge and the right side edge of the bottom template, the arrangement positions of the insertion sleeves on the left side edge and the right side edge of the bottom template correspond to the arrangement positions of the insertion rods on the outer side surface of the side templates, the insertion rods arranged on the outer side surface of the side templates can be correspondingly inserted into the insertion sleeves arranged on the left side edge and the right side edge of the bottom template, so that the side templates are connected and fixed to the side edge parts of the bottom template to form pouring spaces, then concrete can be poured, after the prefabricated components are completely solidified, the side form plate can be taken down only by pulling out the insertion rod from the insertion sleeve part, so that the side form plate is not damaged and can be repeatedly used.

Description

Concrete prefabricated component's preparation template

Technical Field

The utility model relates to a building templates material technical field especially relates to a precast concrete component's preparation template.

Background

With the rise of the assembly type construction mode of buildings, the prefabricated members are used more and more, wherein the concrete prefabricated members, namely PC (polycarbonate) members such as a reinforced concrete prefabricated floor slab structure, a prefabricated column beam structure, a prefabricated foundation structure and the like are used more frequently, the corresponding traditional cast-in-place concrete needs site moulding, site pouring and site maintenance, the traditional construction mode is more complicated in process, the solidification time of the concrete needs to be waited, the construction period is long, the prefabricated member assembly construction mode is adopted, all the members can be poured and processed in advance in a factory, the site can be directly spliced, and the construction period can be greatly reduced.

With the mode of concreting in the traditional construction, also need to build the template to prefabricated component's manufacture, concreting in the template again, thereby the concrete solidifies and forms required prefabricated component, general component form is more regular, like the floor structure, column beam structure etc., only need build bottom side template and side template formation inner space like this, can carry out concrete placement, but build the same with traditional template, it is more to adopt the plank sheathing, connection between the template adopts the rifle nail to fix, direct violence is demolishd when demolising, the template can not be used for reuse like this, it is extravagant comparatively serious, need further improvement in this aspect.

SUMMERY OF THE UTILITY MODEL

The utility model discloses the technical problem that needs to solve provides a concrete prefabricated component's preparation template, and it is swift to build easy operation, conveniently demolishs simultaneously, is favorable to reuse, reduces extravagant phenomenon.

The utility model particularly comprises a bottom template and side templates, wherein the bottom template is of a rectangular plate structure, the side templates are of a long strip-shaped rectangular plate structure, the bottom template and the side templates can both adopt steel template forms, the structure is firm and durable, the outer side surface parts of the side templates are arranged and provided with a plurality of insertion rods, the top end parts of the insertion rods are fixedly connected with the outer side surfaces of the side templates, a space exists between the insertion rods and the outer side surfaces of the side templates, the insertion rods and the side templates are in parallel relation, the insertion rods and the bottom side edges of the side templates are in vertical relation, a plurality of insertion sleeves are arranged and fixed at the left side edge part and the right side edge part of the bottom template, the insertion sleeves and the bottom template are in vertical relation, an internal cavity exists in the insertion sleeves, the top of the internal cavity is communicated with the outside, and the insertion rods can be just inserted into the, the arrangement positions of the insertion sleeves on the left side edge and the right side edge of the bottom template correspond to the arrangement positions of the insertion rods on the outer side surface of the side template, the insertion rods arranged on the outer side surface of the side template can be correspondingly inserted into the insertion sleeves arranged on the left side edge and the right side edge of the bottom template, so that the side templates are fixedly connected to the side edge parts of the bottom template, the insertion rods and the side templates are in a perpendicular relation, the side templates are in a perpendicular relation with the bottom template after being fixed, the side templates are in a more general structure form, and the edge of the prefabricated structural body is generally a right-angle edge if the edge of the prefabricated structural body is not a right-angle edge, and the shape of the prefabricated structural body.

According to the utility model discloses an thought, the side position all around of die block board all can be fixed as required and set up the insertion cover, and the side form board can be fixed the side all around of die block board according to this mode like this.

The utility model has the advantages that, only need insert the pole of inserting on the side form board in the cover that inserts into the corresponding position of die block board side when the installation, can be with the side position of the fixed die block board of side form board installation, form and pour the space after, later alright carry out concrete placement, treat the prefabricated component after solidifying completely, only need to extract the pole from inserting the cover position and can take off the side form board, do not cause destruction to side form board and die block board like this, the prefabricated component takes out the back, side form board and die block board still can be used to reuse, thereby reach reuse's purpose.

Specifically, after the insertion rods on the side templates are inserted into the insertion sleeves, the side edges of the insertion sleeves just lean against the outer side faces of the side templates, so that after concrete is poured, lateral pressure acting on the side templates can be directly transmitted to the insertion sleeves and finally borne by the bottom templates, the side templates can be fixed stably, and collapse caused by overlarge pressure after the concrete is poured is avoided.

As an improved embodiment, the upper side surfaces of the left and right side parts of the bottom template are provided with the recessed grooves, and after the insertion rods on the side templates are inserted into the insertion sleeves, the bottom sides of the side templates just sink into the recessed grooves, so that gaps are avoided between the bottom templates and the bottom sides of the side templates, and the phenomenon that fluid concrete seeps out from the gaps can be reduced after the concrete is poured.

As an improved embodiment, the protruding plates are fixedly arranged on the outer side of the top of the side template, when the insertion rod is inserted, the protruding plates can be downwards hit to generate downward impact force, and when the insertion rod needs to be pulled out, the protruding plates can be upwards hit to generate upward impact force, so that the side template is convenient to install and detach.

As an improved embodiment, a reinforcing support plate is fixedly arranged between the outer side of the inserting sleeve arranged on the bottom formwork and the upper side face of the bottom formwork, the reinforcing support plate is triangular, the effect is to increase the connecting and fixing strength between the inserting sleeve and the bottom formwork, after the side formworks are installed, firmer support is provided for the side formworks, and further, the collapse caused by overlarge pressure after concrete pouring is avoided.

Drawings

Fig. 1 is a perspective view of the present invention in an unassembled state.

Fig. 2 is a partially enlarged perspective view of a position a in fig. 1.

Fig. 3 is a perspective view of the present invention in an assembled state.

Fig. 4 is a partially enlarged perspective view of the position b in fig. 3.

Detailed Description

The following detailed description of embodiments of the present invention will be made with reference to the accompanying drawings.

A preparation template of precast concrete component, as shown in figure 1, includes die block board 1, side form 2, die block board 1 is the rectangular plate-shaped structure, side form 2 is the rectangular plate-shaped structure of rectangular shape, die block board 1 and side form 2 all can adopt the steel form, and the structure is sturdy and durable, the lateral surface position of side form 2 is arranged and is provided with multichannel inserted bar 21, the top position of inserted bar 21 is connected with the lateral surface of side form 2 and is fixed, as shown in the partial enlarged view of figure 2, there is the interval between the lateral surface of inserted bar 21 and side form 2, and is in parallel relation between inserted bar 21 and the side form 2, the bottom side of inserted bar 21 and side form 2 is in the vertical relation, the left and right sides position of die block board 1 is arranged and is fixed with multichannel insert cover 11, as shown in figure 1, insert cover 11 and die block board 1 are in the vertical relation, the insert sleeve 11 has an internal cavity, and the top of the internal cavity is communicated with the outside, as shown in the enlarged partial view of fig. 4, the insert rod 21 can be just inserted into the internal cavity of the insert sleeve 11, the arrangement positions of the insert sleeve 11 on the left and right sides of the bottom form 1 correspond to the arrangement positions of the insert rod 21 on the outer side of the side form 2, and the insert rod 21 arranged on the outer side of the side form 2 can be correspondingly inserted into the insert sleeve 11 arranged on the left and right sides of the bottom form 1, as shown in fig. 3, so that the side form 2 is connected and fixed to the side part of the bottom form 1, and since the insert sleeve 11 is in the vertical relationship with the bottom form 1 and the insert rod 21 is in the parallel relationship with the side form 2, the side form 2 is in the vertical relationship with the bottom form 1 after being fixed, of course, because the edge of the prefabricated structural body is generally a right-angle edge, if the side is not a right-angled side, the design may be made according to the shape of the prefabricated structural body.

According to the utility model discloses an thought, the side position all around of die block board 1 all can be as required fixed the setting insert cover 11, and side form 2 can be fixed the side all around of die block board 1 according to this mode like this.

The utility model has the advantages that, only need insert the pole 21 on the side form 2 in the cover 11 that inserts that the corresponding position of 1 side of bottom form corresponds the position of bottom form when the installation, can correspond the side position of installing bottom form 1 with side form 2, form and pour the space after, afterwards alright carry out concrete placement, treat the prefabricated component after solidifying completely, only need to extract pole 21 from inserting cover 11 positions and can take off side form 2, do not cause destruction to side form 2 and bottom form 1 like this, the prefabricated component takes out the back, side form 2 and bottom form 1 still can be used to reuse, thereby reach reuse's purpose.

Specifically, after the insert rod 21 of the side formwork 2 is inserted into the insert sleeve 11, the side edge of the insert sleeve 11 is just attached to the outer side surface of the side formwork 2, as shown in fig. 4, so that after concrete is poured, lateral pressure acting on the side formwork 2 is directly transmitted to the insert sleeve 11 and finally borne by the bottom formwork 1, thereby being beneficial to fixing and stabilizing the side formwork 2 and avoiding the collapse of the concrete due to excessive pressure.

As a modified example, the upper side surfaces of the left and right side portions of the bottom form 1 are provided with the concave grooves 12, as shown in fig. 1 and 2, after the insertion rods 21 of the side forms 2 are inserted into the insertion sleeves 11, the bottom sides of the side forms 2 just sink into the concave grooves 12, as shown in fig. 3 and 4, thereby preventing a gap from being formed between the bottom sides of the bottom form 1 and the side forms 2, and thus reducing the phenomenon that the fluid concrete seeps out from the gap portion after the concrete is poured.

As a modified example, as shown in fig. 1 and 3, a protruding plate 23 is fixedly disposed at an outer side portion of a top portion of the sideform 2, so that when the insert rod 21 is inserted, the protruding plate 23 can be downwardly hit to generate a downward impact force, and when the insert rod 21 needs to be pulled out, the protruding plate 23 can be upwardly hit to generate an upward impact force, thereby facilitating the installation and detachment of the sideform 2.

As a modified example, as shown in fig. 1 and 2, a reinforcing support plate 13 is fixedly arranged between the outer side of the insert sleeve 11 arranged on the bottom formwork 1 and the upper side surface of the bottom formwork 1, and the reinforcing support plate 13 is triangular, and has the function of increasing the connecting and fixing strength between the insert sleeve 11 and the bottom formwork 1, and providing a more firm support for the side formworks 2 after the side formworks 2 are installed, thereby further avoiding the collapse caused by excessive pressure after concrete pouring.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, similar changes or improvements can be made without departing from the principles of the present invention, and these changes or improvements should also be considered as the protection scope of the present invention.

Claims (5)

1. The utility model provides a preparation template of precast concrete component which characterized in that: including die block board (1), side form board (2), die block board (1) is rectangular plate-like structure, side form board (2) are rectangular shape's rectangular plate-like structure, the lateral surface position of side form board (2) is arranged and is provided with multichannel inserted bar (21), the top position of inserted bar (21) is connected fixedly with the lateral surface of side form board (2), has the interval between the lateral surface of inserted bar (21) and side form board (2), and is in parallel relation between inserted bar (21) and side form board (2), the bottom side of inserted bar (21) and side form board (2) is in the vertical relation, the left and right sides limit position of die block board (1) is arranged and is fixed with multichannel and inserts cover (11), insert cover (11) and die block board (1) and be in the vertical relation, insert cover (11) memory in inside cavity, and the inside cavity top of it link up with the external world, insert pole (21) can just in time insert into the inside cavity of inserting cover (11), insert cover (11) and correspond with insert pole (21) array position on side of die block board (1) left and right sides, insert pole (21) of arranging on side form board (2) lateral surface can correspond and insert into the cover (11) of arranging on the die block board (2) lateral surface on the both sides side about die block board (1) for side form board (2) are connected and are fixed in the side position of die block board (1).

2. The concrete precast element making template according to claim 1, characterized in that: when the insert rod (21) on the side template (2) is inserted into the insert sleeve (11), the side edge of the insert sleeve (11) is just attached to the outer side surface of the side template (2).

3. The precast concrete member fabrication formwork of claim 2, wherein: the upper side surfaces of the left side edge and the right side edge of the bottom template (1) are provided with concave grooves (12), and after the inserting rods (21) on the side templates (2) are inserted into the inserting sleeves (11), the bottom sides of the side templates (2) just sink into the concave grooves (12).

4. The precast concrete member fabrication formwork of claim 3, wherein: and a convex plate (23) is fixedly arranged at the outer side part of the top of the side template (2).

5. The formwork for making a concrete precast element according to any one of claims 1 to 4, wherein: a reinforcing support plate (13) is fixedly arranged between the outer side of an inserting sleeve (11) arranged on the bottom template (1) and the upper side face of the bottom template (1), and the reinforcing support plate (13) is triangular.

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