Template side inclined supporting rod variable pre-embedded supporting seat

Abstract

The utility model discloses a formwork side inclined supporting rod variable pre-embedded supporting seat. The formwork side inclined supporting rod variable pre-embedded supporting seat comprises a pre-embedded bottom plate fixed in a horizontal floor in a pre-embedded mode; the vertical side edges are vertically fixed on the pre-buried bottom plate, and the two vertical side edges are distributed on the pre-buried bottom plate at intervals. A plurality of shaft holes distributed in a circumferential array are formed in the vertical side edges, and connecting shafts are correspondingly inserted into the opposite shaft holes in the two vertical side edges; the two connecting shafts are correspondingly inserted into the two vertical side edges. According to the positions of supporting points needing to be supported by the two inclined supports, the two connecting shafts are correspondingly inserted into the shaft holes distributed in the vertical side edge in a circumferential array mode respectively, the two inclined supports are hinged to the vertical side edge in an adjustable rotating mode through the connecting shafts respectively, and the problems that the spacing distance of the two connecting shafts is fixed, and the positions of the two connecting shafts cannot be changed to be hinged to the inclined supports are solved.

Description

Technical Field

[0001] The utility model relates to a variable pre-embedded supporting seat for a template side oblique supporting rod, belonging to the technical field of building construction. Background Art

[0002] When pouring shear walls in buildings, to ensure the stability of the vertical formwork during concrete pouring, diagonal braces must be set up on the sides of the formwork to bear the load. These diagonal braces usually require two braces, one above the other, to provide support.

[0003] The existing technology of supporting the side of the template with two oblique supports is shown in Chinese patent publication number CN219691107U. Although two connecting shafts are provided on the side panels of the base for the two oblique supports to be hinged, the distance between the two connecting shafts is fixed and the position cannot be changed to be hinged with the oblique supports. Utility Model Content

[0004] In order to solve the above technical problems, the utility model provides a variable embedded support seat for the oblique support rod on the side of the template.

[0005] The utility model is achieved through the following technical solutions.

[0006] The utility model provides a variable embedded support seat for the oblique support rod on the side of the template, comprising:

[0007] Embedded bottom plate fixed in the horizontal floor slab;

[0008] The vertical side edges are fixed upright on the embedded bottom plate, and the vertical side edges are spaced apart and distributed at two positions on the embedded bottom plate.

[0009] The vertical side is provided with a plurality of axial holes distributed in a circumferential array, and the axial holes opposite to the two vertical side are correspondingly inserted with connecting shafts; the two connecting shafts are correspondingly inserted into the two vertical side.

[0010] Each connecting shaft is hinged with an oblique support, two connecting shafts correspond to two oblique supports, and the two oblique supports are spaced apart and distributed up and down.

[0011] The connecting shaft is a discarded steel bar segment.

[0012] The oblique support is composed of a telescopic threaded rod that is telescopically adjustable.

[0013] A shear wall in an upright state is arranged on the horizontal floor slab away from the embedded bottom plate. A template is installed on the shear wall, and two oblique supports are correspondingly supported on the sides of the template.

[0014] The beneficial effect of the present invention is that: according to the positions of the support points that the two oblique supports need to support, the two connecting shafts are respectively inserted into the shaft holes distributed in a circular array on the vertical side, and the two oblique supports are respectively hinged on the vertical side through adjustable rotation of the connecting shafts, which solves the problem that the distance between the two connecting shafts is fixed and they cannot change their positions to be hinged with the oblique supports. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural diagram of the utility model;

[0016] Figure 2 yes Figure 1 The middle part is an enlarged structural diagram;

[0017] In the figure: 1- horizontal floor; 2- embedded base plate; 21- vertical side; 22- axis hole; 3- connecting axis; 4- inclined support; 5- shear wall; 6- formwork. DETAILED DESCRIPTION

[0018] The technical solution of the present invention is further described below, but the scope of protection claimed is not limited to the described solution.

[0019] like Figures 1 to 2 shown.

[0020] The present application provides a variable embedded support seat for a template side oblique support rod, comprising:

[0021] The horizontal floor 1 constitutes the structure of the building, and a pre-buried bottom plate 2 is pre-buried and fixed in the horizontal floor 1. Vertical side edges 21 are welded and fixed to the pre-buried bottom plate 2; the vertical side edges 21 are spaced apart and distributed on two of the pre-buried bottom plate 2.

[0022] The vertical side 21 is provided with a plurality of axial holes 22 distributed in a circular array, and the axial holes 22 opposite to the two vertical side 21 are correspondingly inserted into the connecting shafts 3; the two connecting shafts 3 are correspondingly inserted into the two vertical side 21; each of the connecting shafts 3 is correspondingly hinged with an oblique support 4, and the two connecting shafts 3 correspond to two oblique supports 4, and the two oblique supports 4 are distributed at intervals up and down.

[0023] There is a shear wall 5 in an upright state on the horizontal floor 1 away from the embedded bottom plate 2. The shear wall 5 is installed with a template 6, and two inclined supports 4 are supported on the sides of the template 6 accordingly.

[0024] According to the positions of the support points that the two oblique supports 4 need to support, the two connecting shafts 3 are respectively inserted into the shaft holes 22 distributed in a circular array on the vertical side 21. The two oblique supports 4 are respectively hinged on the vertical side 21 through the adjustable rotation of the connecting shafts 3, which solves the problem that the distance between the two connecting shafts is fixed and they cannot change their positions to be hinged with the oblique supports.

[0025] The connecting shaft 3 is made of steel bar segments discarded at the construction site; the embedded bottom plate 2 and the vertical side 21 are made of steel bar iron plates discarded at the construction site.

[0026] The oblique support 4 is composed of a telescopic threaded rod that can be telescopically adjusted.

Claims

1. A variable embedded support seat for the template side oblique support rod, characterized in that: include: An embedded bottom plate (2) embedded and fixed in the horizontal floor plate (1); The vertical side edges (21) are vertically fixed on the embedded base plate (2), and the vertical side edges (21) are spaced apart and distributed at two intervals on the embedded base plate (2).

2. The variable embedded support seat for the template side oblique support rod according to claim 1, characterized in that: The vertical side (21) is provided with a plurality of axial holes (22) distributed in a circumferential array, and the axial holes (22) opposite to the two vertical side (21) are correspondingly inserted into the connecting shafts (3); the connecting shafts (3) are two and are correspondingly inserted into the two vertical side (21).

3. The variable embedded support seat for the template side oblique support rod according to claim 2, characterized in that: Each connecting shaft (3) is hingedly connected to an oblique support (4), two connecting shafts (3) correspond to two oblique supports (4), and the two oblique supports (4) are spaced apart and distributed vertically.

4. The variable embedded support seat for the template side oblique support rod according to claim 3, characterized in that: The connecting shaft (3) is a discarded steel bar segment.

5. The variable embedded support seat for the template side oblique support rod according to claim 3, characterized in that: The oblique support (4) is composed of a telescopic threaded rod that is telescopically adjustable.

6. The variable embedded support seat for the template side oblique support rod according to claim 1, characterized in that: A shear wall (5) is provided in an upright state on the horizontal floor slab (1) away from the embedded bottom slab (2). A template (6) is installed on the shear wall (5), and two oblique supports (4) are supported on the sides of the template (6) respectively.

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