CN219190624U

CN219190624U - Storage precast beam formwork system

Info

Publication number: CN219190624U
Application number: CN202223413262.XU
Authority: CN
Inventors: 宋晓; 许博亚; 黎智坚; 钟海鹏; 谭振烽; 洪魏峰; 杨威; 邓彤
Original assignee: Guangzhou Engineering Contractor Group Co Ltd
Current assignee: Guangzhou Engineering Contractor Group Co Ltd
Priority date: 2022-12-20
Filing date: 2022-12-20
Publication date: 2023-06-16
Anticipated expiration: 2032-12-20

Abstract

The utility model discloses a storage precast beam formwork system which comprises a steel bottom die, wherein a steel blocking plate is arranged at one end of the steel bottom die, side blocking dies are arranged at two opposite sides of the steel bottom die, adjusting connecting pieces are arranged on the side blocking dies, adjusting plates are arranged on the adjusting connecting pieces of the two side blocking dies, the adjusting plates are positioned at one side far away from the steel blocking plate, and a forming cavity is formed among the steel blocking plate, the adjusting plates and the two side blocking dies. By adopting the arrangement, the functions of adapting to different sizes and being easy and convenient to assemble and operate are realized.

Description

Storage precast beam formwork system

Technical Field

The utility model relates to the technical field of precast beam die structures, in particular to a storage precast beam formwork system.

Background

The traditional construction adopts cast-in-place concrete floor assembly efficiency is very low, and needs to use a large amount of scaffolds in the construction process, and the construction is complicated, consumes a large amount of manpower, and the construction waste that produces in the construction process is many. In recent years, the construction method of the assembled building introduces unprecedented development opportunities, and the construction method of the assembled building can shorten the construction period, reduce the construction cost and save manpower and material resources.

However, most of the existing precast beam templates of large-scale storage factory building projects use wood templates or aluminum side templates, on one hand, a formwork supporting system with specific dimensions is formed by assembling the wood templates and the aluminum side templates, and the formwork supporting system is difficult to adapt to different dimensions; meanwhile, the assembly is tedious and easy to damage in the field use process, and the workload of the manufacturing process is increased.

Disclosure of Invention

In order to overcome the defects of the prior art, the utility model aims to provide a storage precast beam formwork system which is suitable for different sizes and has simple and convenient assembly operation.

The aim of the utility model is achieved by the following technical scheme:

the utility model provides a storage precast beam formwork system, includes the steel die block, the one end of steel die block is provided with the steel closure plate, the both sides that the steel die block is relative all are provided with the side and keep off the mould, the side keeps off the mould and is provided with the regulation connecting piece, two the regulation connecting piece of side keeps off the mould is provided with the regulating plate, the regulating plate is located keep away from one side of steel closure plate, form into the die cavity between steel closure plate, regulating plate and the two side keep off the mould.

Further, the side blocking die comprises a plurality of side frameworks which are arranged at intervals along the length direction, the side frameworks are connected with the steel bottom die, a plurality of aluminum purlins are arranged between the adjacent side frameworks, and a plurality of aluminum purlins are arranged at intervals along the vertical direction.

Further, two side templates are arranged in the forming cavity, and the two side templates are propped against the steel bottom die and simultaneously propped against side frameworks of side blocking dies at two sides.

Further, the sideforms are made of a wooden material.

Further, the side face fixedly connected with U type cooperation knot at side skeleton top, two the U type cooperation knot of side fender mould is relative, two can dismantle between two relative U type cooperation knots of side fender mould and be connected with the pull rod.

Further, the U-shaped matching buckle is provided with a matching groove, the tail end of the pull rod is provided with a matching block, and the matching block is in plug-in matching with the matching groove.

Further, the adjusting connecting piece is located at one side of the side blocking die, far away from the steel blocking plate, the adjusting connecting piece comprises a plurality of adjusting purlines arranged between adjacent side steel frames, the adjusting purlines are arranged at intervals along the vertical direction, the adjusting purlines are provided with a plurality of connecting holes, and the connecting holes are arranged at intervals along the length direction of the adjusting purlines; the connecting plates are arranged on two opposite sides of the adjusting plate, the connecting plates correspond to the adjusting purlines, mounting holes are formed in the connecting plates, and the mounting holes of the connecting plates are connected with the connecting holes of the adjusting purlines through connecting pieces.

Further, angle steel is arranged at the top of the side framework.

Further, the number of the angle steel on the same side framework is multiple, and the angle steel is densely arranged along the vertical direction.

Further, the side skeleton is far away from the side rotation of shaping chamber is connected with the bracing piece, the end of bracing piece consolidates on ground through the reinforcement.

The utility model has the following beneficial effects:

a storage precast beam formwork system aims at realizing the functions of adapting to different sizes and being convenient to assemble and operate. The steel blocking plate, the steel blocking die and the adjusting plate are arranged on the steel bottom die, so that the steel blocking plate, the steel blocking die and the adjusting plate are enclosed to form a forming cavity, the shearing plate is convenient to install in the forming cavity, then the reinforcing steel bars are bound, a precast beam frame is formed, and then concrete is poured in the forming cavity, so that a precast beam is formed; wherein, through setting up the regulation connecting piece on the side fender mould, utilize the regulation connecting piece to connect the installation regulating plate, consequently the regulating plate adjusts the position along the length direction of steel die block, realizes adjusting the function of shaping chamber size. Meanwhile, the formwork system is mainly formed by connecting the steel blocking plate, the side blocking die and the adjusting plate, has the advantages of simple connection and installation and recycling, and can realize simple operation in the subsequent installation process.

Drawings

Fig. 1 is a schematic diagram of the overall structure of the present utility model.

Fig. 2 is a schematic top view of the present utility model.

Fig. 3 is a schematic view in the direction A-A in fig. 2.

Fig. 4 is a partial cross-sectional view of fig. 1.

In the figure: 1. a steel bottom die; 2. a steel closure plate; 3. a side blocking die; 31. a side skeleton; 32. aluminum purlin; 33. angle steel; 34. a U-shaped matching buckle; 35. a mating groove; 36. adjusting purlines; 37. a connection hole; 38. a support rod; 4. an adjusting plate; 41. a connecting block; 42. and (5) mounting holes.

Detailed Description

The utility model will now be described in further detail with reference to the drawings and to specific examples. The terms such as "upper", "inner", "middle", "left", "right" and "a" and the like recited in the present specification are also for convenience of description only and are not intended to limit the scope of the present utility model, but rather to change or adjust the relative relationship thereof, without substantially changing the technical content, and are considered to be within the scope of the present utility model.

Referring to fig. 1 to 4, a storage precast beam formwork system comprises a steel bottom die 1, wherein one end of the steel bottom die 1 is attached with a steel blocking plate 2 through a screw lock, two opposite sides of the steel bottom die 1 are respectively provided with a side blocking die 3, the side blocking dies 3 are provided with adjusting connectors, the adjusting connectors of the two side blocking dies 3 are provided with adjusting plates 4, the adjusting plates 4 are located on one side far away from the steel blocking plate 2, and a forming cavity is formed among the steel blocking plate 2, the adjusting plates 4 and the two side blocking dies 3.

In particular, the utility model aims to realize the functions of adapting to different sizes and simple assembly operation. The steel blocking plate 2, the steel blocking die and the adjusting plate 4 are arranged on the steel bottom die 1, so that the steel blocking plate 2, the steel blocking die and the adjusting plate 4 are enclosed to form a forming cavity, the shearing plate is conveniently installed in the forming cavity, then reinforcing steel bars are bound to form a precast beam frame, and then concrete is poured in the forming cavity to form a precast beam; wherein, through setting up the regulation connecting piece on the side fender mould 3, utilize the regulation connecting piece to connect installation regulating plate 4, consequently regulating plate 4 adjusts the position along the length direction of steel die block 1, realizes adjusting the function of shaping chamber size. Meanwhile, the formwork system is mainly formed by connecting the steel blocking plate 2, the side blocking mold 3 and the adjusting plate 4, has the advantages of simple connection and installation and recycling, and can realize simple operation in the subsequent installation process.

In order to disclose the structure of the side blocking mold 3, the side blocking mold 3 comprises a plurality of side frameworks 31 which are arranged at intervals along the length direction, the side frameworks 31 are connected with the steel bottom mold 1, a plurality of aluminum purlins 32 are arranged between the adjacent side frameworks 31, and the aluminum purlins 32 are arranged at intervals along the vertical direction. From this, utilize aluminium inferior purlin 32 to connect a plurality of side skeleton 31 to make a plurality of side skeleton 31 form the board type structure that can be used to the fender, can be through adjusting the function of installation quantity in order to adjust the size simultaneously.

In order to reduce the combination of the poured concrete with the side frames 31 and the aluminum purlins 32 of the side stop molds 3, the recycling function is realized. Two side templates are arranged in the forming cavity, and the two side templates are propped against the steel bottom die 1 and simultaneously propped against the side frameworks 31 of the side blocking dies 3 at the two sides. Therefore, the poured concrete and the side templates are combined to form an integrated structure, and the function of recycling the formwork system structure is realized. Wherein, the sideform is made by wooden material, has the function of saving raw materials cost.

In order to reduce the outward separation condition of the tops of the two side blocking molds 3, the side surface of the top of the side framework 31 is fixedly connected with a U-shaped matching buckle 34, the U-shaped matching buckles 34 of the two side blocking molds 3 are opposite, and a pull rod (not shown in the figure) is detachably connected between the two opposite U-shaped matching buckles 34 of the two side blocking molds 3. Wherein, the U-shaped matching button 34 is provided with a matching groove 35, the tail end of the pull rod is provided with a matching block, and the matching block is matched with the matching groove 35 in a plugging manner. From this, connect two side fender moulds 3 through the pull rod to realize that the plane of two side fender moulds 3 is parallel to be equal wide, and then realize pouring the effect of the prefabricated beam structure roughness and the whole width that forms.

In order to disclose the structure of the adjusting connection, the function of connecting the adjusting plate 4 with the adjusting connection is achieved at the same time. The adjusting connecting piece is located one side of the side blocking die 3 far away from the steel blocking plate 2, the adjusting connecting piece comprises a plurality of adjusting purlins 36 arranged between adjacent side steel frames, the adjusting purlins 36 are arranged at intervals in the vertical direction, the adjusting purlins 36 are provided with a plurality of connecting holes 37, and the connecting holes 37 are arranged at intervals in the length direction of the adjusting purlins 36. The opposite sides of the adjusting plate 4 are provided with connecting blocks 41, the connecting blocks 41 correspond to the adjusting purlines 36, the connecting blocks 41 are provided with mounting holes 42, and the mounting holes 42 of the connecting blocks 41 are connected with the connecting holes 37 of the adjusting purlines 36 through connecting pieces. The connecting piece can be an angle-shaped connecting steel sheet, and then the connecting piece is respectively locked and connected with the connecting hole 37 and the mounting hole 42 by utilizing screws, so that the function of stable mounting is realized.

In order to realize the installation of the top templates on the top surfaces of the two side templates, the leveling effect is realized. The top of the side frame 31 is provided with angle steel 33 so as to cover the top surfaces of the two side templates with angle steel 33 installation top templates. Meanwhile, the number of the angle steels 33 on the same side frame 31 is plural, and the plural angle steels 33 are densely arranged in the vertical direction. Thereby realizing the function of adapting to the height and the size of different precast beams.

In order to carry out reinforcement treatment on the structures of the two side blocking molds 3 of the formwork supporting system, the situation that the side blocking molds 3 incline outwards and topple in the pouring process is reduced. The side face of the side skeleton 31 far away from the forming cavity is rotatably connected with a supporting rod 38, and the tail end of the supporting rod 38 is reinforced on the ground through a reinforcing member, so that a supporting frame is formed and used for generating resistance to the side blocking mold 3, and the anti-tilting effect is improved.

The embodiments of the present utility model are not limited thereto, and the present utility model may be modified, substituted or combined in various other forms without departing from the basic technical spirit of the present utility model, which falls within the scope of the claims, according to the above-described aspects of the present utility model, using the general knowledge and conventional means of the art.

Claims

1. A storage precast beam formwork system which characterized in that: including steel die block, the one end of steel die block is provided with the steel closure plate, the both sides that the steel die block is relative all are provided with the side and keep off the mould, the side keeps off the mould and is provided with the regulation connecting piece, two the regulation connecting piece that keeps off the mould is provided with the regulating plate, the regulating plate is located to keep away from one side of steel closure plate, form the shaping die cavity between steel closure plate, regulating plate and the two side keep off the mould.

2. A warehouse girder formwork system as claimed in claim 1, wherein: the side blocking die comprises a plurality of side frameworks which are arranged at intervals along the length direction, the side frameworks are connected with the steel bottom die, a plurality of aluminum secondary purlins are arranged between the adjacent side frameworks, and a plurality of aluminum secondary purlins are arranged at intervals along the vertical direction.

3. A warehouse girder formwork system as claimed in claim 2, wherein: two side templates are arranged in the forming cavity, and the two side templates are propped against the steel bottom die and simultaneously propped against side frameworks of the side blocking dies at two sides.

4. A warehouse girder formwork system as claimed in claim 2, wherein: the side fixedly connected with U type cooperation knot at side skeleton top, two the U type cooperation knot of side fender mould is relative, two can dismantle between the two U type cooperation knots that the side fender mould is relative and be connected with the pull rod.

5. A warehouse girder formwork system as claimed in claim 4, wherein: the U-shaped matching buckle is provided with a matching groove, the tail end of the pull rod is provided with a matching block, and the matching block is in plug-in matching with the matching groove.

6. A warehouse girder formwork system as claimed in claim 2, wherein: the adjusting connecting piece is positioned on one side of the side blocking die, which is far away from the steel blocking plate, and comprises a plurality of adjusting purlines arranged between adjacent side steel frames, wherein the adjusting purlines are arranged at intervals along the vertical direction, a plurality of connecting holes are formed in the adjusting purlines, and the connecting holes are arranged at intervals along the length direction of the adjusting purlines; the connecting plates are arranged on two opposite sides of the adjusting plate, the connecting plates correspond to the adjusting purlines, mounting holes are formed in the connecting plates, and the mounting holes of the connecting plates are connected with the connecting holes of the adjusting purlines through connecting pieces.

7. A warehouse girder formwork system as claimed in claim 2, wherein: the top of the side framework is provided with angle steel.

8. A warehouse girder formwork system as claimed in claim 7, wherein: the number of the angle steel on the same side framework is multiple, and the angle steel is densely arranged along the vertical direction.

9. A warehouse girder formwork system as claimed in claim 2, wherein: the side skeleton is kept away from the side rotation of shaping die cavity is connected with the bracing piece, the end of bracing piece consolidates on ground through the reinforcement.

10. A warehouse girder formwork system as claimed in claim 3, wherein: the sideforms are made of a wooden material.