CN219411801U - Finalized combined building template - Google Patents

Abstract

The utility model relates to the technical field of building templates, in particular to a finalized combined building template; including polylith roof beam side form board, two roof beam end form boards, polylith external corner form board, polylith wall post form board, polylith cope match-plate pattern, wall corner form board, two wall end form boards, top commentaries on classics wall roof beam C groove, multiunit connecting piece, multiunit support piece, multiunit reinforcement, early tear the area open, two spandrel girder, a plurality of early tear head and polylith roof beam collet open, polylith roof beam side form board is connected with the roof beam end form board respectively, polylith wall post form board is connected with the roof beam end form board respectively, every external corner form board sets up in two wall post form board junctions that correspond respectively, polylith cope match-plate pattern sets up in the top of wall post form board respectively, early tear the area open and be connected with the cope match-plate pattern respectively, two wall end form boards's both ends are connected with the wall post form board respectively, each template is PVC resin plastic steel form board, through having adopted the modular structure, the realization can be convenient for assemble the concatenation with the building templates on site, the work progress labour saving has reduced construction cost.

Description

Finalized combined building template

Technical Field

The utility model relates to the technical field of building templates, in particular to a finalized combined building template.

Background

The building template is a temporary supporting structure, and is manufactured according to design requirements, so that a concrete structure and a component are formed according to specified positions and geometric dimensions, the correct positions of the concrete structure and the component are kept, the self weight of the building template and external loads acting on the self weight of the building template are borne, and the purpose of template engineering is to ensure the quality and construction safety of concrete engineering, accelerate the construction progress and reduce the engineering cost.

However, the existing building construction generally uses wood templates, the wood templates are required to be manufactured into corresponding specifications and sizes, then each wood template is assembled and spliced on site, the construction process is time-consuming and labor-consuming, and the construction cost is high.

Disclosure of Invention

The utility model aims to provide a finalized combined building template, and aims to solve the technical problems that in the prior art, wood templates are commonly used in building construction, the wood templates are required to be manufactured into corresponding specification and size, then each wood template is assembled and spliced on site, the construction process is time-consuming and labor-consuming, and the construction cost is high.

In order to achieve the above purpose, the combined building template comprises a plurality of beam side templates, two beam bottom templates, a plurality of external corner templates, a plurality of wall column templates, a plurality of top templates, wall corner templates, two wall end templates, a top rotating wall beam C groove, a plurality of connecting pieces, a plurality of supporting pieces, a plurality of reinforcing pieces, an early dismantling belt, two bearing beams, a plurality of early dismantling heads and a plurality of beam bottom brackets, wherein the beam side templates are respectively connected with the beam bottom templates, the wall column templates are respectively connected with the beam bottom templates, each external corner template is respectively arranged at the joint of the corresponding two wall column templates, the top templates are respectively arranged above the wall column templates, the early dismantling belt is respectively connected with the top templates, the two ends of the wall end templates are respectively connected with the wall column templates, the top rotating wall beam C groove is respectively connected with the top templates and the wall column templates, the wall corner templates are respectively arranged on the wall column templates, the top supporting pieces are respectively arranged on the top beam bottom templates, the two early dismantling head support templates and the bottom supporting pieces are respectively arranged on the top templates, the top supporting beam bottom templates and the bottom supporting pieces are respectively connected with the top templates, and the top supporting pieces are respectively arranged on the top templates.

The support piece comprises a support vertical rod, a screw rod and a jacking, wherein the jacking is respectively matched with the beam base and the bolster, one end of the screw rod is fixedly connected with the jacking, and the support vertical rod is sleeved outside the screw rod and is in threaded fit with the screw rod.

The reinforcement comprises two reinforcement back edges, a plurality of screws and a plurality of gasket nuts, wherein the two reinforcement back edges are respectively arranged outside the wall column templates, each screw sequentially penetrates through the corresponding wall column templates and the reinforcement back edges, and each gasket nut is respectively matched with the corresponding screw.

The connecting piece comprises a U-shaped buckle and a positioning hook, wherein the U-shaped buckle is respectively connected with the wall column template in a clamping mode, and the positioning hook is respectively arranged on the wall column template.

The shaping combined building template further comprises a K bearing plate, wherein the K bearing plate is fixedly connected with the plurality of wall column templates respectively and is located above the wall column templates respectively.

According to the shaping combined building template, each template is a PVC resin plastic steel template, a combined structure is adopted, the PVC resin plastic steel templates are installed without cutting, sawing and nailing, different shapes can be formed by combining the wall column templates and the wall end templates according to the structural requirement of a building, the wall column templates and the external corner templates are combined to form the three-dimensional shape of a wall body, the beam side templates and the beam bottom templates are combined to form the three-dimensional shape of a beam body, the top templates are roofs, after the splicing of various templates is finished, a plurality of groups of supporting pieces are used for supporting the beam bottom templates and the top templates respectively, the overlapped wall column templates are reinforced by reinforcing pieces, concrete is poured into the overlapped building templates respectively, and the structural templates are shaped and processed respectively, so that the building template is convenient to quickly assemble on site.

Drawings

In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a schematic structural view of a modular building form of the present utility model.

1-beam side templates, 2-beam bottom templates, 3-external corner templates, 4-wall column templates, 5-top templates, 6-top rotating wall beam C grooves, 7-bearing K plates, 8-wall end templates, 9-wall corner templates, 10-U-shaped buckles, 11-positioning hooks, 12-reinforcing back ribs, 13-screw rods, 14-early dismantling belts, 15-bearing beams, 16-top supports, 17-beam bottoms, 18-screw rod supports, 19-supporting vertical rods, 20-early dismantling heads and 21-gasket nuts.

Detailed Description

Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative and intended to explain the present utility model and should not be construed as limiting the utility model.

Referring to fig. 1, the present utility model provides a finalized combined building template, which comprises a plurality of beam side templates 1, two beam bottom templates 2, a plurality of external corner templates 3, a plurality of wall column templates 4, a plurality of top templates 5, wall corner templates 9, two wall end templates 8, a top rotating wall beam C groove 6, a plurality of groups of connecting members, a plurality of groups of supporting members, a plurality of groups of reinforcing members, an early dismantling belt 14, two bearing beams 15, a plurality of early dismantling heads 20 and a plurality of beam bottom brackets 17, wherein the beam side templates 1 are respectively connected with the beam bottom templates 2, the plurality of wall column templates 4 are respectively connected with the beam bottom templates 2, each external corner template 3 is respectively arranged at the connection position of the corresponding two wall column templates 4, the plurality of top templates 5 are respectively arranged above the wall column templates 4, the early dismantling belt 14 is respectively connected with the top templates 5, two ends of the wall end templates 8 are respectively connected with the wall column templates 4, the top rotating wall beam C groove 6 is respectively connected with the top templates 5 and the bottom templates 4, the top corner templates 5 are respectively arranged at the top templates 5 and the bottom templates 5, the bottom corner templates 20 are respectively arranged at the top templates 5 and the bottom templates 2, and the bottom templates 20 are respectively.

In this embodiment, each template is PVC resin plastic steel template, and PVC resin plastic steel template is through having adopted the integrated configuration, and the installation need not cut, saw, nail, can be according to the structure needs of building, the wall post template 4 with wall end template 8 combination forms the three-dimensional shape of wall body, wall post template 4 with outside corner template 3 combination forms the three-dimensional shape of cylinder, roof beam side form 1 with beam bottom template 2 combination forms the three-dimensional shape of roof beam body, roof template 5 is the roof, and after the concatenation of multiple template is accomplished, multiunit support piece respectively right beam bottom template 2 with roof template 5 supports, the reinforcement is with the wall post template 4 after the overlap joint is accomplished, and the concrete is pour wherein respectively, through shaping processing respectively to above-mentioned structure template, the scene fast assembly of being convenient for compares the wood template change in the tradition simultaneously, also has solved the shortcoming that use tradition wood template life is short, the turnover number of times is few, has realized the cost is convenient for carrying out the concatenation, has realized the construction cost is convenient to be convenient for with the construction cost is saved in situ, has realized the construction cost is convenient to be convenient for.

Further, the supporting piece comprises a supporting vertical rod 19, a screw rod 18 and a jacking 16, the jacking 16 is respectively matched with the beam jacking 17 and the bolster 15, one end of the screw rod 18 is fixedly connected with the jacking 16, and the supporting vertical rod 19 is sleeved outside the screw rod 18 and is in threaded fit with the screw rod 18.

In this embodiment, the jacking 16 may clamp the bolster 15 and the beam shoe 17, the support height of the jacking 16 may be adjusted by rotating the screw rod 18 in the support upright 19, and the beam bottom form 2 and the top form 5 may be supported by the jacking 16 and the support upright 19, respectively.

Further, the reinforcement includes two reinforcement back ribs 12, a plurality of screws 13 and a plurality of spacer nuts 21, two reinforcement back ribs 12 are respectively disposed outside the wall column templates 4, each screw 13 sequentially penetrates through the corresponding wall column templates 4 and the reinforcement back ribs 12, and each spacer nut 21 is respectively matched with the corresponding screw 13.

In this embodiment, after the wall pillar form 4 is connected to the wall end form 8, two reinforcing back ribs 12 are placed outside the wall pillar form 4, the screw 13 is sequentially inserted into the wall end form 8 and the reinforcing back ribs 12, and then the lap-jointed wall pillar form 4 is reinforced by using the spacer nut 21.

Further, the connecting piece comprises a U-shaped buckle 10 and a positioning hook 11, the U-shaped buckle 10 is respectively connected with the wall column template 4 in a clamping mode, and the positioning hook 11 is respectively arranged on the wall column template 4.

In this embodiment, two adjacent wall stud templates 4 can be quickly connected by the U-shaped buckle 10 and the positioning hook 11.

Further, the shaped combined building template further comprises a receiving K plate 7, wherein the receiving K plate 7 is fixedly connected with the plurality of wall column templates 4 respectively and is located above the wall column templates 4 respectively.

In this embodiment, the receiving K plate 7 is a member for receiving an upper and a lower exterior wall forms in a building, and is mainly used for supporting the exterior wall forms.

The above disclosure is only a preferred embodiment of the present utility model, and it should be understood that the scope of the utility model is not limited thereto, and those skilled in the art will appreciate that all or part of the procedures described above can be performed according to the equivalent changes of the claims, and still fall within the scope of the present utility model.

Claims (5)

1. A shaping combined building template is characterized in that,

including polylith roof beam side form board, two roof beam end form boards, polylith external corner form board, polylith wall post form board, polylith cope match-plate pattern, wall corner form board, two wall end form boards, top change wall roof beam C groove, multiunit connecting piece, multiunit support piece, multiunit reinforcement, early tear the area open, two spandrel girder, a plurality of early tear-open heads and polylith beam end support, polylith roof beam side form board respectively with the beam end form board is connected, polylith the wall post form board respectively with the beam end form board is connected, every external corner form board sets up respectively in two corresponding wall post form board junctions, polylith the cope match-plate pattern set up respectively in the top of wall post form board, two the early tear-open area respectively with the top form board is connected, the top change wall roof beam C groove respectively with the cope match-plate pattern with the wall post form board is connected, polylith wall corner set up respectively in on the wall post form board, two spandrel girder sets up respectively in the below of top form board, a plurality of early hold-down heads with the beam end support set up respectively in the top form board with the multiunit support beam end form board sets up respectively in the top form board respectively.

2. The modular building template according to claim 1, wherein,

the support piece comprises a support vertical rod, a screw rod and a jacking, the jacking is respectively matched with the beam jacking and the bolster, one end of the screw rod is fixedly connected with the jacking, and the support vertical rod is sleeved outside the screw rod and is in threaded fit with the screw rod.

3. The modular building template according to claim 2, wherein,

the reinforcement comprises two reinforcement back edges, a plurality of screws and a plurality of gasket nuts, wherein the two reinforcement back edges are respectively arranged outside the wall column templates, each screw sequentially penetrates through the corresponding wall column template and the reinforcement back edges, and each gasket nut is respectively matched with the corresponding screw.

4. The modular building template according to claim 3, wherein,

the connecting piece comprises a U-shaped buckle and a positioning hook, wherein the U-shaped buckle is respectively connected with the wall column template in a clamping mode, and the positioning hook is respectively arranged on the wall column template.

5. The modular building template according to claim 4, wherein,

the shaping combined building template further comprises a K bearing plate, wherein the K bearing plate is fixedly connected with the wall column templates and is located above the wall column templates respectively.