Prestressed hollow slab beam machining template device

Abstract

The utility model relates to a prestressed hollow slab beam processing template device, which belongs to the technical field of prestressed hollow slab beam processing, and comprises two processing side templates, the opposite sides of the two processing side templates are provided with processing template structures for processing a prestressed hollow slab beam, and the processing template structures are arranged on the opposite sides of the two processing side templates. The machining template structure comprises two machining transverse templates arranged on the opposite sides of the two machining side templates. According to the prestressed hollow plate beam machining formwork device, by arranging the machining side formworks and the machining transverse formworks, a space formwork is formed between the machining side formworks and the machining transverse formworks, and by arranging the hollow plate beam inner formwork, the interior of a prestressed hollow plate beam can be in a hollow state when the prestressed hollow plate beam is poured; and by arranging the longitudinal reinforcing steel bars and the transverse reinforcing steel bars, the strength of the prestressed hollow slab beam is further improved, the service life is prolonged, and meanwhile the effect that the formwork is convenient to disassemble is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of prestressed hollow slab beam processing, in particular to a processing template device for prestressed hollow slab beams. Background Technique

[0002] A prestressed hollow slab beam is a concrete component in which tensile steel bars are pre-tensioned in the concrete, so that the concrete is in a prestressed state under the stress state, and then poured and formed. Its internal structure is hollow. A prestressed hollow slab beam is a component that improves the strength and toughness of concrete by applying prestress before concrete pouring. The internal hollow design not only reduces the self-weight of the structure, but also helps to improve the overall bearing capacity and durability.

[0003] Prestressed hollow slab beams are widely used in buildings, bridges, underground garages and other fields. In bridge engineering, it is often used in important parts such as arch bridges and long-span bridges to enhance the safety and durability of the bridge structure by improving the bearing capacity and seismic performance of the concrete. At the same time, prestressed hollow slab beams also play an important role in projects such as high-speed railways and urban rail transit.

[0004] In the existing processing of prestressed hollow slab beams, an integrated processing template is usually used. Although the integrated processing template is simple for pouring, it is not convenient for demoulding. At the same time, after pouring is completed, it is not convenient to maintain the surface of the prestressed hollow slab beam, which cannot meet the production requirements. Therefore, a processing template device for prestressed hollow slab beams is proposed to solve the problems mentioned above. Content of the Utility Model

[0005] Aiming at the deficiencies of the existing technology, the utility model provides a processing template device for prestressed hollow slab beams, which has the advantage of being convenient for demoulding, and solves the problems that an integrated processing template is usually used, although the integrated processing template is simple for pouring, it is not convenient for demoulding, and at the same time, after pouring is completed, it is not convenient to maintain the surface of the prestressed hollow slab beam, which cannot meet the production requirements.

[0006] To achieve the above object, the utility model provides the following technical solution: A processing template device for prestressed hollow slab beams, including processing side templates, the number of the processing side templates is two, and a processing template structure for processing prestressed hollow slab beams is arranged on the opposite side of the two processing side templates;

[0007] The processing template structure includes two processing cross templates arranged on the opposite side of the two processing side templates, longitudinal reinforcement bars are arranged between the two processing side templates, transverse reinforcement bars are wound outside the longitudinal reinforcement bars, a hollow slab beam inner mold is arranged between the two processing side templates, and the longitudinal reinforcement bars are located between the hollow slab beam inner mold and the two processing side templates.

[0008] Furthermore, the longitudinal reinforcing bars are evenly distributed around the inner mold of the hollow slab beam, and the outer surface of the inner mold of the hollow slab beam is in contact with the longitudinal reinforcing bars.

[0009] Furthermore, the length of the longitudinal reinforcing bars is greater than the length of the processing side formwork, and the longitudinal reinforcing bars and the transverse reinforcing bars form a steel mesh.

[0010] Furthermore, a positioning block extending into the interior of the processing transverse formwork is fixedly connected to one side of the processing side formwork, and a fixing bolt extending into the interior of the positioning block is threadedly connected to the top of the processing transverse formwork.

[0011] Furthermore, a concrete filling is provided between the processing side formwork and the inner mold of the hollow slab beam, and a hollow cavity adapted to the inner mold of the hollow slab beam is formed inside the concrete filling.

[0012] Furthermore, side channel steels are arranged on both the left and right sides of the concrete filling, and a transverse connecting screw is threadedly connected to the opposite sides of the two side channel steels.

[0013] Furthermore, transverse fixing channel steels are arranged on both the front and back of the concrete filling, and the side channel steels are distributed between the two transverse fixing channel steels.

[0014] Furthermore, the length of the side channel steel is greater than the length of the concrete filling, and the transverse connecting screws are evenly distributed between the two side channel steels.

[0015] Compared with the prior art, the present utility model provides a processing template device for prestressed hollow slab beams, which has the following beneficial effects:

[0016] 1. For this processing template device for prestressed hollow slab beams, by setting the processing side formwork and the processing transverse formwork, a space formwork is formed between the processing side formwork and the processing transverse formwork. Then, by setting the inner mold of the hollow slab beam, the interior can be in a hollow state when pouring the prestressed hollow slab beam, thereby improving the overall strength of the prestressed hollow slab beam. By setting the longitudinal reinforcing bars and the transverse reinforcing bars, the strength of the prestressed hollow slab beam is further improved, the service life is increased, and at the same time, the effect of convenient formwork disassembly is achieved.

[0017] 2. The processing formwork device for prestressed hollow slab beams is provided with side channel steels and transverse fixing channel steels to facilitate the support of the concrete filling after pouring. By setting the transverse connecting screws, the two side channel steels can be fixed, which is convenient for the staff to maintain the surface of the concrete filling. This solves the problems that an integrated processing formwork is usually used. Although the integrated processing formwork is simple for pouring, it is inconvenient for demoulding. At the same time, after pouring, it is inconvenient to maintain the surface of the prestressed hollow slab beam, and it cannot meet the production requirements. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 is a structural sectional view of the present utility model;

[0019] Figure 2 of the present utility model Figure 1 is an enlarged structural schematic diagram of A shown;

[0020] Figure 3 is a structural sectional view of the finished product structure of the present utility model;

[0021] Figure 4 is a structural top view of the finished product structure of the present utility model.

[0022] In the figure: 1 processing side formwork, 2 processing cross formwork, 3 longitudinal reinforcement bars, 4 transverse reinforcement bars, 5 inner formwork of the hollow slab beam, 6 positioning blocks, 7 fixing bolts, 8 concrete filling, 9 hollow cavity, 10 side channel steels, 11 transverse connecting screws, 12 transverse fixing channel steels. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0023] The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0024] Embodiment 1:

[0025] Please refer to Figures 1 to 2, in the prestressed hollow slab beam processing template device of this embodiment, it includes processing side templates 1. The number of processing side templates 1 is two. On the opposite side of the two processing side templates 1, there is a processing template structure for processing prestressed hollow slab beams. The processing template structure includes two processing cross templates 2 arranged on the opposite side of the two processing side templates 1. There is a longitudinal reinforcement bar 3 between the two processing side templates 1. A transverse reinforcement bar 4 is wound around the outside of the longitudinal reinforcement bar 3. There is a hollow slab beam inner mold 5 between the two processing side templates 1. The longitudinal reinforcement bar 3 is located between the hollow slab beam inner mold 5 and the two processing side templates 1.

[0026] Among them, the longitudinal reinforcement bars 3 are evenly distributed around the hollow slab beam inner mold 5. The outer surface of the hollow slab beam inner mold 5 is in contact with the longitudinal reinforcement bars 3. The length of the longitudinal reinforcement bars 3 is greater than the length of the processing side templates 1. The longitudinal reinforcement bars 3 and the transverse reinforcement bars 4 form a steel bar mesh.

[0027] It should be noted that the number of processing cross templates 2 is multiple. The multiple processing cross templates 2 are evenly distributed between the two processing side templates 1. By setting the processing side templates 1 and the processing cross templates 2, a space template is formed between the processing side templates 1 and the processing cross templates 2. Then, by setting the hollow slab beam inner mold 5, when pouring the prestressed hollow slab beam, its interior can be in a hollow state, thereby improving the overall strength of the prestressed hollow slab beam.

[0028] In addition, the inner and outer molds of the prestressed hollow slab adopt integral large-sized fixed steel molds to reduce the number of joints. The steel plate thickness is 5 mm. The template structure adopts a fixed steel skeleton with a 5 mm steel plate veneer. The template skeleton is made of No. 8 channel steel. The longitudinal spacing of the channel steel is 75 cm, and the transverse spacing is 30 cm. The side mold joints form tongue-and-groove joints. The wharf longitudinal beams and panels adopt wooden templates, and the hollow panels adopt disposable hard plastic foam inner molds with a diameter of 300 mm.

[0029] In this embodiment, a positioning block 6 extending into the interior of the processing cross template 2 is fixedly connected to one side of the processing side template 1. A fixing bolt 7 extending into the interior of the positioning block 6 is threadedly connected to the top of the processing cross template 2.

[0030] Embodiment Two:

[0031] Please refer to Figures 1 to 4 , on the basis of Embodiment One, it includes a concrete filling 8 arranged between the processing side template 1 and the hollow slab beam inner mold 5. A hollow cavity 9 adapted to the hollow slab beam inner mold 5 is provided inside the concrete filling 8. Side channel steels 10 are arranged on both the left and right sides of the concrete filling 8. A transverse connecting screw 11 is threadedly connected to the opposite side of the two side channel steels 10.

[0032] In this embodiment, transverse fixing channel steels 12 are arranged on both the front and back surfaces of the concrete filler 8, side channel steels 10 are distributed between the two transverse fixing channel steels 12, the length of the side channel steels 10 is greater than the length of the concrete filler 8, and transverse connecting screws 11 are evenly distributed between the two side channel steels 10.

[0033] By adopting the above technical solution, through the arrangement of the side channel steels 10 and the transverse fixing channel steels 12, it is convenient to support the concrete filler 8 after pouring is completed. By further arranging the transverse connecting screws 11, the two side channel steels 10 can be fixed, and at this time, it is convenient for the staff to carry out curing treatment on the surface of the concrete filler 8.

[0034] The working principle of the above embodiment is as follows:

[0035] First, the staff binds the transverse reinforcing steel bars 4 to the surface of the longitudinal reinforcing steel bars 3. At this time, the inner formwork 5 of the hollow slab beam is located inside the longitudinal reinforcing steel bars 3. Subsequently, the two processed side formworks 1 and the two processed cross formworks 2 are spliced. During the splicing process, the transverse reinforcing steel bars 4 are located between the two processed side formworks 1. Then, the two processed side formworks 1 and the processed cross formworks 2 are fixed by using the fixing bolts 7. After that, the concrete filler 8 can be poured between the two processed side formworks 1. After the concrete filler 8 is completely solidified, the processed side formworks 1 and the processed cross formworks 2 are removed, and the surface of the concrete filler 8 can be cured.

[0036] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or elements inherent to such process, method, article or device. Without further limitation, an element defined by the statement "including a..." does not exclude the existence of additional identical elements in the process, method, article or device including the said element.

[0037] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. Prestressed hollow slab beam processing formwork device, including processing side formwork (1), characterized in that: The number of the processing side templates (1) is two, and a processing template structure for processing prestressed hollow slab beams is arranged on the opposite side of the two processing side templates (1); The processing template structure includes two processing cross templates (2) arranged on the opposite side of the two processing side templates (1), a longitudinal reinforcement bar (3) is arranged between the two processing side templates (1), a transverse reinforcement bar (4) is wound outside the longitudinal reinforcement bar (3), a hollow slab beam inner mold (5) is arranged between the two processing side templates (1), and the longitudinal reinforcement bar (3) is located between the hollow slab beam inner mold (5) and the two processing side templates (1).

2. The processing template device for prestressed hollow slab beams according to claim 1, characterized in that: The longitudinal reinforcement bars (3) are evenly distributed around the hollow slab beam inner mold (5), and the outer surface of the hollow slab beam inner mold (5) is in contact with the longitudinal reinforcement bars (3).

3. The processing template device for prestressed hollow slab beams according to claim 1, wherein: The length of the longitudinal reinforcement bar (3) is greater than the length of the processing side template (1), and the longitudinal reinforcement bar (3) and the transverse reinforcement bar (4) form a steel bar mesh.

4. The processing template device for prestressed hollow slab beams according to claim 1, wherein: A positioning block (6) extending into the interior of the processing cross template (2) is fixedly connected to one side of the processing side template (1), and a fixing bolt (7) extending into the interior of the positioning block (6) is threadedly connected to the top of the processing cross template (2).

5. The processing template device for prestressed hollow slab beams according to claim 1, characterized in that: A concrete filling material (8) is arranged between the processing side template (1) and the hollow slab beam inner mold (5), and a hollow cavity (9) adapted to the hollow slab beam inner mold (5) is formed inside the concrete filling material (8).

6. The processing template device for prestressed hollow slab beams according to claim 5, characterized in that: Side channel steels (10) are arranged on both the left and right sides of the concrete filling material (8), and a transverse connecting screw rod (11) is threadedly connected to the opposite side of the two side channel steels (10).

7. The processing template device for prestressed hollow slab beams according to claim 6, wherein: Transverse fixing channel steels (12) are arranged on both the front and back of the concrete filling material (8), and the side channel steels (10) are distributed between the two transverse fixing channel steels (12).

8. The processing template device for prestressed hollow slab beams according to claim 6, characterized in that: The length of the side channel steel (10) is greater than the length of the concrete filling material (8), and the transverse connecting screw rods (11) are evenly distributed between the two side channel steels (10).

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