Bearing platform formwork fixing structure

Abstract

The utility model belongs to the technical field of building construction protection, and particularly relates to a bearing platform formwork fixing structure which comprises a side formwork, a secondary ridge arranged on the side formwork, a plurality of transverse formwork fixing assemblies and a plurality of longitudinal formwork fixing assemblies. The transverse formwork fixing assembly and the longitudinal formwork fixing assembly each comprise a connecting main beam and a fixed reinforcing piece and a sliding reinforcing piece which are arranged at the two ends of the main beam, and the opposite side formworks are reinforced and fixed through the fixed reinforcing pieces and the sliding reinforcing pieces at the two ends. The bearing platform formwork fixing structure comprises a main beam, a fixed type reinforcing piece and a sliding type reinforcing piece, the sliding type reinforcing piece is connected to the main beam in a sliding mode so that the distance between the sliding type reinforcing piece and the fixed type reinforcing piece can be adjusted, and the position of the sliding type reinforcing piece can be locked through a locking piece. The labor cost and the construction period are saved; and adjustment can be achieved, and applicability is good.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of building construction protection, especially relates to the fixed structure of deck slab formwork. BACKGROUND

[0002] The deck foundation needs to be formed by pouring through a formwork system, and the traditional deck foundation formwork reinforcing method currently generally adopts a combination of a tension bolt and a steel pipe. A large amount of steel pipe, buckles and tension bolts are consumed to reinforce the foundation formwork. The formwork reinforcing process is complicated, a large amount of working days are consumed, the formwork reinforcing effect is poor, and the formwork is prone to swelling.

[0003] Other formwork reinforcing structures also have problems of complex structure, many components, inconvenient operation, complex process and the like. INVENTION CONTENTS

[0004] The fixed structure of deck slab formwork can solve the problems in the background art.

[0005] The fixed structure of deck slab formwork comprises side formwork, secondary battens arranged on the side formwork, a plurality of horizontal formwork fixing assemblies arranged on the top and a plurality of vertical formwork fixing assemblies. The horizontal formwork fixing assemblies and the vertical formwork fixing assemblies each comprise a connecting main beam, a fixed reinforcing member at both ends of the main beam and a sliding reinforcing member. The opposite side formwork is reinforced and fixed by the fixed reinforcing member and the sliding reinforcing member at both ends. The sliding reinforcing member is slidingly connected to the main beam, so that the spacing between the sliding reinforcing member and the fixed reinforcing member can be adjusted. The position of the sliding reinforcing member is locked by a locking member.

[0006] Preferably, the upper end of the sliding reinforcing member is slidingly connected to the main beam through a sliding sleeve, and the locking member is a fastening bolt arranged on the sliding sleeve.

[0007] Preferably, the sliding reinforcing member and the fixed reinforcing member are both square tubes.

[0008] Preferably, inclined reinforcements are connected to the sliding reinforcing member and the fixed reinforcing member.

[0009] Preferably, a jacking assembly is arranged at the lower part of the fixed reinforcing member and the sliding reinforcing member.

[0010] Preferably, the jacking assembly comprises a jacking screw and a jacking plate. The jacking screw is threadedly connected to the fixed reinforcing member and the sliding reinforcing member, and the inner end of the jacking screw is rotatably connected to the jacking plate.

[0011] Beneficial effects: This utility model provides a fixed structure for foundation formwork, which is simple in structure, easy to operate, highly stable, simplifies construction procedures, and saves labor costs and construction time; it is also adjustable and has good applicability. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the structure of this utility model.

[0013] Figure 2 This is a structural schematic diagram of the template fixing component of this utility model.

[0014] Figure 3 This is a schematic diagram of the template fixing component in Embodiment 2 of this utility model.

[0015] Explanation of reference numerals in the attached figures:

[0016] The following are labeled in the diagram: Side template 1; Secondary rib 2; Template fixing component 3; Main beam 31; Fixed reinforcement 32; Sliding reinforcement 33; Sliding sleeve 34; Diagonal reinforcement 35; Locking component 36; Tightening screw 41; Tightening plate 42. Detailed Implementation

[0017] The following describes a specific embodiment of the present invention in detail with reference to the accompanying drawings. However, it should be understood that the scope of protection of the present invention is not limited to the specific embodiment.

[0018] Example 1:

[0019] like Figures 1-2 As shown, the pier formwork fixing structure includes a side formwork 1, secondary ribs 2 set on the side formwork 1, and several horizontal formwork fixing components 3 and several vertical formwork fixing components 3 set on the top. The horizontal and vertical formwork fixing components 3 each include fixed reinforcement 32 and sliding reinforcement 33 connecting the main beam 31 and both ends of the main beam 31. The fixed reinforcement 32 and sliding reinforcement 33 at both ends reinforce and fix the opposing side formwork 1. The sliding reinforcement 33 is slidably connected to the main beam 31, so that the distance between it and the fixed reinforcement 32 can be adjusted. The sliding reinforcement 33 is locked in position by locking member 36. Each side formwork 1 is provided with several horizontal and parallel secondary ribs 2. The fixed reinforcement 32 and sliding reinforcement 33 are vertically set and press on the secondary ribs 2.

[0020] Specifically, the upper end of the sliding reinforcement 33 is slidably connected to the main beam 31 through the sliding sleeve 34, and the locking element 36 is a fastening bolt set on the sliding sleeve 34. Both the sliding reinforcement 33 and the fixed reinforcement 32 are square tubes, and both the sliding reinforcement 33 and the fixed reinforcement 32 are connected with oblique reinforcements 35.

[0021] Example 2:

[0022] Combination Figure 3 As shown, both the fixed reinforcement 32 and the sliding reinforcement 33 are provided with a tightening component at their lower parts. Multiple tightening components can also be provided along the height direction of the fixed reinforcement 32 and the sliding reinforcement 33. The tightening component includes a tightening screw 41 and a tightening plate 42. The tightening screw 41 is threadedly connected to the fixed reinforcement 32 and the sliding reinforcement 33, and its inner end is rotatably connected to the tightening plate 42. By setting the tightening component, the stability of the fixation is further improved, the mold expansion is effectively prevented, and it can be adjusted to a certain extent.

[0023] The above-disclosed embodiments are only a few specific examples of the present utility model. However, the embodiments of the present utility model are not limited thereto. Any changes that can be conceived by those skilled in the art should fall within the protection scope of the present utility model.

Claims

1. A structure for fixing a template for a pile cap, characterized by: The utility model provides a side mould plate (1), the secondary ridge (2) of setting on side mould plate (1) and the top of a plurality of transverse mould plate fixing assemblies (3) and a plurality of longitudinal mould plate fixing assemblies (3) are set, the transverse mould plate fixing assembly (3) and longitudinal mould plate fixing assembly (3) all include connecting main girder (31) and the fixed reinforcing piece (32) and sliding reinforcing piece (33) of main girder (31) both ends, through both ends fixed reinforcing piece (32) and sliding reinforcing piece (33) to the reinforcement, fixed of opposite side mould plate (1), sliding reinforcing piece (33) is connected on main girder (31) through the locking piece (36) and position locking, make it can adjust the interval between fixed reinforcing piece (32), sliding reinforcing piece (33) is connected on main girder (31) through the sliding sleeve (34), locking piece (36) is the fastening bolt of setting on sliding sleeve (34).

2. The pile cap form fixing structure according to claim 1, characterized by: The upper end of the sliding reinforcing piece (33) is connected on the main girder (31) through the sliding sleeve (34), and the locking piece (36) is a fastening bolt arranged on the sliding sleeve (34).

3. The pile cap form fixing structure according to claim 2, characterized by: The sliding reinforcing piece (33) and the fixed reinforcing piece (32) are both square tubes.

4. The pile cap form fixing structure according to claim 3, characterized by: The sliding reinforcing piece (33) and the fixed reinforcing piece (32) are both connected with inclined reinforcing pieces (35).

5. The structure of claim 1-4, wherein: The lower parts of the fixed reinforcing piece (32) and the sliding reinforcing piece (33) are both provided with tightening assemblies.

6. The pile cap form fixing structure according to claim 5, characterized by: The tightening assembly comprises a tightening screw (41) and a tightening plate (42), the tightening screw (41) is threadedly connected on the fixed reinforcing piece (32) and the sliding reinforcing piece (33), and the inner side end of the tightening screw (41) is rotatably connected with the tightening plate (42).

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