Wall steel structure formwork supporting structure

Abstract

The utility model discloses a wall steel structure formwork supporting structure which comprises a base fixedly connected to the ground on the opposite sides of two sets of steel structure formworks, a plurality of supporting plates are arranged above the base, arc-shaped clamping grooves matched with the base are formed in the bottoms of the supporting plates, supporting assemblies are arranged above the supporting plates, and the arc-shaped clamping grooves are matched with the arc-shaped clamping grooves. And the supporting assembly comprises a threaded pipe, an inner cavity of the threaded pipe is in threaded connection with a threaded rod, the top end of the threaded rod is rotationally connected with a U-shaped support, and the top end of the supporting plate is fixedly connected with a threaded head. Through the arrangement of the opposite-pulling assembly, the steel structure formworks on the two sides are subjected to opposite-pulling reinforcement, through the cooperative use of the base, the supporting plate and the supporting assembly, the steel structure formworks are subjected to diagonal bracing reinforcement, and meanwhile through the cooperative use of the steel cables and the turn buckles, the steel structure formworks are subjected to traction reinforcement; therefore, the purposes of multi-angle reinforcement and stable and firm support can be achieved.

Description

Technical Field

[0001] The utility model belongs to the technical field of wall steel formwork support, in particular to a wall steel structure formwork support structure. Background Art

[0002] Steel formwork, also known as (non-removable formwork mesh), can replace wooden formwork, significantly reducing the pore water pressure and air bubble removal in concrete pressure compared with traditional formwork such as wood, plywood, or steel plate. After the steel formwork (non-removable formwork mesh) structure concrete is poured and formed, an ideal rough interface is formed.

[0003] The formwork support is a formwork support structure used for cast-in-place concrete construction in buildings. After the steel formwork is set up, it is necessary to use support parts to support it diagonally. Due to the differences in support height, position and inclination angle, the support parts need to have a certain adjustment ability. For this reason, it is necessary to provide a wall steel structure formwork support structure, which adopts splicable support pipe fittings and cooperates with a secondary threaded advancement structure to accurately support the fulcrum position. Utility Model Content

[0004] The purpose of the utility model is to provide a wall steel structure template support structure, which adopts a splicable support pipe and cooperates with a secondary threaded advancement structure to accurately support the fulcrum position to solve the above technical problems.

[0005] The technical solution of the utility model for solving the above-mentioned technical problems is as follows: a wall steel structure formwork support structure, comprising a base fixedly connected to the ground on the opposite sides of two groups of steel structure formworks: a plurality of support plates are arranged above the base, the bottom of the support plate is provided with an arc-shaped slot adapted to the base, a support assembly is arranged above the support plate, the support assembly comprises a threaded pipe, the inner cavity of the threaded pipe is threadedly connected with a threaded rod, the top end of the threaded rod is rotatably connected with a U-support, the top end of the support plate is fixedly connected with a threaded head, the threaded head is threadedly connected to the bottom end of the threaded pipe, and a tension assembly is arranged between the two groups of the steel structure formworks.

[0006] Preferably, the tensioning assembly comprises a PVC sleeve located between two groups of steel structure formworks, a threaded pull rod is inserted into the inner cavity of the PVC sleeve, and threaded sleeves are threadedly connected on both sides of the surface of the threaded pull rod.

[0007] Preferably, two U-shaped steel frames are set up on opposite sides of the two groups of steel structure templates, and the threaded sleeves are pressed onto the surfaces of the U-shaped steel frames.

[0008] Preferably, a rotating handle is fixedly connected to the surface of the threaded rod, and the U-support is engaged with the bottom of the U-shaped steel frame.

[0009] Preferably, flower basket bolts are provided on the opposite sides of the two groups of steel structure formworks. Steel cables are fastened to the top and bottom of the flower basket bolts. The top of the steel cable located above is fixedly connected to the steel structure formwork.

[0010] Preferably, a U-shaped embedded rod is fastened to the bottom end of the steel cable located below, and the U-shaped embedded rod is implanted into the concrete ground.

[0011] The beneficial effects of the present utility model are as follows:

[0012] 1. Through the setting of the tensioning assembly, the steel structure formworks on both sides are tensioned and reinforced. Through the combined use of the base, support plate and support assembly, the steel structure formworks are inclinedly supported and reinforced. At the same time, through the combined use of the steel cable and the flower basket bolt, the steel structure formworks are traction-reinforced, so as to achieve the purpose of multi-angle reinforcement and stable and reliable support;

[0013] 2. Through the setting of the tensioning assembly, the combined use of the threaded tie rod and the threaded sleeve plays a tensioning role on the two groups of steel structure formworks, making the steel structure formworks relatively stable. At the same time, the setting of the PVC sleeve plays a wrapping and protecting role on the threaded tie rod located between the two groups, preventing the concrete from caking with the threaded tie rod in the later stage and facilitating the subsequent removal of the threaded tie rod;

[0014] 3. Through the combined use of the steel cable, the flower basket bolt and the U-shaped embedded rod, a traction effect is exerted on the steel structure formwork, making the steel structure formwork more stable and reliable after being set up. Description of the Drawings

[0015] Among them:

[0016] Figure 1 is the front view schematic diagram of an embodiment of the present utility model;

[0017] Figure 2 is an embodiment of the present utility model Figure 1 The partial enlarged view of point A in;

[0018] Figure 3 is the three-dimensional schematic diagram of the base, support plate and support assembly of an embodiment of the present utility model;

[0019] Figure 4 is the three-dimensional exploded view of the base, support plate and support assembly of an embodiment of the present utility model.

[0020] In the drawings, the list of components represented by each reference numeral is as follows:

[0021] 1. Steel structure formwork, 2. Base, 3. Support plate, 4. Arc-shaped card slot, 5. Support assembly, 51. Threaded pipe, 52. Threaded rod, 53. U-shaped support, 54. Threaded head, 55. Rotating handle, 6. Tie rod assembly, 61. PVC sleeve, 62. Threaded tie rod, 63. U-shaped steel frame, 64. Threaded sleeve, 7. Steel cable, 8. Turnbuckle, 9. U-shaped embedded rod. Detailed implementation mode

[0022] In the following, embodiments of the wall steel structure formwork support structure of the present invention will be described with reference to the accompanying drawings.

[0023] Figures 1-4 A wall steel structure formwork support structure showing an embodiment of the present invention includes a base 2 fixedly connected to the ground on the opposite sides of two groups of steel structure formworks 1: Above the base 2, a plurality of support plates 3 are provided. An arc-shaped card slot 4 adapted to the base 2 is provided at the bottom of the support plate 3. Turnbuckles 8 are provided on the opposite sides of the two groups of steel structure formworks 1. Steel cables 7 are fastened to the top and bottom of the turnbuckle 8. The top of the steel cable 7 located above is fixedly connected to the steel structure formwork 1. The bottom of the steel cable 7 located below is fastened to a U-shaped embedded rod 9. The U-shaped embedded rod 9 is implanted into the concrete ground. Through the combined use of the steel cable 7, the turnbuckle 8 and the U-shaped embedded rod 9, a traction effect is exerted on the steel structure formwork 1, making the steel structure formwork 1 more stable and reliable after being set up. Above the support plate 3, a support assembly 5 is provided. The support assembly 5 includes a threaded pipe 51. A threaded rod 52 is threadedly connected to the inner cavity of the threaded pipe 51. The top of the threaded rod 52 is rotatably connected to a U-shaped support 53. A threaded head 54 is fixedly connected to the top of the support plate 3. The threaded head 54 is threadedly connected to the bottom of the threaded pipe 51. A tie rod assembly 6 is provided between the two groups of steel structure formworks 1. The tie rod assembly 6 includes a PVC sleeve 61 located between the two groups of steel structure formworks 1. A threaded tie rod 62 is inserted into the inner cavity of the PVC sleeve 61. Threaded sleeves 64 are threadedly connected to both sides of the surface of the threaded tie rod 62. Two U-shaped steel frames 63 are erected on the opposite sides of the two groups of steel structure formworks 1. A rotating handle 55 is fixedly connected to the surface of the threaded rod 52. The U-shaped support 53 is clamped at the bottom of the U-shaped steel frame 63. The threaded sleeve 64 is pressed against the surface of the U-shaped steel frame 63. Through the setting of the tie rod assembly 6, the combined use of the threaded tie rod 62 and the threaded sleeve 64 exerts a tie rod effect on the two groups of steel structure formworks 1, making the steel structure formworks 1 relatively stable. At the same time, the setting of the PVC sleeve 61 plays a role in wrapping and protecting the threaded tie rod 62 located between the two groups, preventing the later concrete from caking with the threaded tie rod 62 and facilitating the subsequent removal of the threaded tie rod 62.

[0024] Working principle: When the utility model is in use, the user places the PVC sleeve 61 between two groups of steel structure templates 1, and passes the threaded tie rod 62 through the inner cavities of the two groups of steel structure templates 1 and the PVC sleeve 61. Subsequently, the user erects the U-shaped steel frame 63 and tightens the threaded sleeve 64, so that the two groups of steel structure templates 1 are tensioned and reinforced. Then, the user snaps the support plate 3 onto the surface of the base 2, and then adds the number of support plates 3 used according to the height of the support points. Finally, the threaded pipe 51 is threadedly rotated on the surface of the threaded head 54, and then the U-shaped support 53 is butted against the support point position and the rotating handle 55 is rotated. During the rotation of the rotating handle 55, the threaded rod 52 extends out from the inner cavity of the threaded pipe 51, so that the U-shaped support 53 contacts the support point position and generates a squeezing force. Finally, the user uses the combination of the turnbuckle 8 and the steel cable 7 to connect and pull the U-shaped embedded rod 9 and the steel structure template 1.

[0025] In summary: For this wall steel structure template support structure, through the setting of the tensioning assembly 6, the two sides of the steel structure template 1 are tensioned and reinforced. Through the combined use of the base 2, the support plate 3 and the support assembly 5, the steel structure template 1 is diagonally braced and reinforced. At the same time, through the combined use of the steel cable 7 and the turnbuckle 8, the steel structure template 1 is traction-reinforced, and the purpose of multi-angle reinforcement and stable and reliable support can be achieved.

Claims

1. A wall steel structure formwork support structure, characterized in that: The invention comprises a base (2) fixedly connected to the ground on opposite sides of two groups of steel structure formworks (1): a plurality of support plates (3) are arranged above the base (2); an arc-shaped slot (4) adapted to the base (2) is provided at the bottom of the support plate (3); a support assembly (5) is arranged above the support plate (3); the support assembly (5) comprises a threaded tube (51); a threaded rod (52) is threadedly connected to the inner cavity of the threaded tube (51); a U-support (53) is rotatably connected to the top of the threaded rod (52); a threaded head (54) is fixedly connected to the top of the support plate (3); the threaded head (54) is threadedly connected to the bottom end of the threaded tube (51); and a tension assembly (6) is arranged between the two groups of steel structure formworks (1).

2. A wall steel structure formwork support structure according to claim 1, characterized in that: The tensioning assembly (6) comprises a PVC sleeve (61) located between two sets of steel structure formworks (1), a threaded tie rod (62) being inserted into the inner cavity of the PVC sleeve (61), and threaded sleeves (64) being threadedly connected on both sides of the surface of the threaded tie rod (62).

3. A wall steel structure formwork support structure according to claim 2, characterized in that: Two U-shaped steel frames (63) are respectively arranged on opposite sides of the two groups of steel structure templates (1), and the threaded sleeves (64) are pressed onto the surfaces of the U-shaped steel frames (63).

4. A wall steel structure formwork support structure according to claim 3, characterized in that: A rotating handle (55) is fixedly connected to the surface of the threaded rod (52), and the U-shaped bracket (53) is engaged with the bottom of the U-shaped steel frame (63).

5. A wall steel structure formwork support structure according to claim 4, characterized in that: The two groups of steel structure formworks (1) are each provided with a basket bolt (8) on the opposite side thereof, the top and bottom ends of the basket bolt (8) being bolted with a steel cable (7), and the top end of the steel cable (7) located above is fixedly connected to the steel structure formwork (1).

6. A wall steel structure formwork support structure according to claim 5, characterized in that: The bottom end bolt of the steel cable (7) located below is provided with a U-shaped embedded rod (9), and the U-shaped embedded rod (9) is embedded in the concrete floor.

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