Adjustable shaping and reinforcing device for integrated reverse ridge of caisson toilet

Abstract

The utility model relates to an adjustable shaping and reinforcing device for an integrated reverse ridge of a caisson toilet, which comprises a reinforcing member and a U-shaped clamp, the reinforcing member comprises a shaping main beam, a slidable main beam and a support formwork, and the shaping main beam is divided into an upper main material and a lower main material by taking a sliding cross beam as a boundary. The reinforcing member is composed of the finalization main beam, the slidable main beam and the formwork, the overall width of the finalization main beam can be customized according to the actual size of a project, the first slidable main steel beam and the second slidable main steel beam are installed at the bottom ends of the two sides of the sliding cross beam, the formwork is erected between the first slidable main steel beam and the second slidable main steel beam, and the corresponding width and the reverse ridge thickness are adjusted through the sliding cross beam during formwork erecting. The height of the reverse ridge is finely adjusted through the length of a formwork of the formwork, and the width of the reverse ridge is adjusted by matching a bolt on the slidable main beam with an adjusting screw rod. And after the pouring is completed and the template is removed, the template can be reused, so that the waste of materials is solved.

Description

Technical Field

[0001] The utility model belongs to the technical field of toilet counter-sill adjustment and shaping, and particularly relates to an integrated counter-sill adjustable shaping and reinforcement device for a caisson toilet. Background Art

[0002] The existing technology currently has the problem of waste of on-site formwork materials, labor-intensive and time-consuming formwork reinforcement, and inadequate reinforcement can easily cause formwork expansion and deviation. The non-integrated formwork has poor molding quality and poor visual effect. Moreover, most of them use simple wooden formwork with fixed size, which is only used for bathrooms of a single size, has poor versatility, and cannot be formed in one go with the upper counter-ridge. Utility Model Content

[0003] The purpose of the present invention is to solve the above-mentioned problems. The present application proposes an integrated anti-sill adjustable shaping reinforcement device for a caisson toilet, which is provided with a sliding crossbeam and a sliding main steel beam. The width of the anti-sill can be adjusted by the coordinated use of bolts and adjusting screws.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: an integrated anti-slope adjustable shaping reinforcement device for a caisson toilet, comprising a reinforcement piece and a U-shaped clamp, the reinforcement piece comprising a shaped main beam, a slidable main beam, and a formwork, the shaped main beam being divided into an upper main material and a lower main material with a sliding crossbeam as the dividing line, the upper main material comprising a tripod arranged at both ends above the sliding crossbeam, a cross bar being provided between the two tripods, a number of reinforcement rods being provided between the cross bar and the sliding crossbeam, the lower main material comprising a slidable main steel beam 1 and a slidable main steel beam 2 installed at the bottom end of the sliding crossbeam, and a secondary beam located between the bottom ends of the slidable main steel beam 1 and the slidable main steel beam 2, and the slidable main steel beam 1 and the slidable main steel beam 2 are both provided with adjustment screws and bolts.

[0005] Further: a support formwork is provided between the sliding main steel beam 1 and the sliding main steel beam 2, and the support formwork includes square timber, formwork and steel bars. The square timber, formwork and steel bars are connected to each other and fixed to the sliding main steel beam 1 and the sliding main steel beam 2 through bolts and adjusting screws.

[0006] Furthermore: there are two slidable main steel beams 1 and slidable main steel beams 2 respectively, and the slidable main steel beams 1 and slidable main steel beams 2 are respectively provided below the sliding crossbeam triangular bracket.

[0007] Furthermore: two reinforcing ribs are provided in the slidable main steel beam 1, the slidable main steel beam 2, the secondary beam and the slidable cross beam.

[0008] Preferably: An angle steel is provided at the connection between the sliding main steel beam and the sliding cross beam, and the angle steel is 30×30×3 angle steel.

[0009] Preferably: the bolts are M14 bolts.

[0010] Preferred: The tripod, crossbar, reinforcement rod, and reinforcement ribs are all made of 20×20×2 square steel tubes; the slidable main steel beam and secondary beam are all made of 40×40×3.5 square steel tubes.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] This reinforcement component consists of a standardized main beam, a sliding main beam, and a formwork. The overall width of the standardized main beam can be customized according to the actual size of the project. Sliding main steel beams 1 and 2 are installed at the bottom ends of both sides of the sliding crossbeam, and a formwork is supported between them. During formwork support, the sliding crossbeam adjusts the corresponding width and thickness of the counter-slope. The counter-slope height is fine-tuned by the length of the formwork. Bolts on the sliding main beam cooperate with adjusting screws to adjust the counter-slope width. After pouring, the formwork can be removed and reused, eliminating material waste. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for use in the description of the embodiments. Obviously, the drawings described below are only for more clearly illustrating the embodiments of the present invention or the technical solutions in the prior art. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0014] Figure 1 A top view of the overall structural diagram of the utility model;

[0015] Figure 2 For this utility model Figure 1 Middle AA section;

[0016] Figure 3 This is a structural view of the main beam of the utility model;

[0017] Figure 4 This is a schematic diagram of the slidable main steel beam structure of the utility model;

[0018] Figure 5 This is a schematic diagram of the formwork structure of the utility model;

[0019] Figure 6 This is a schematic diagram of the structure of the utility model after the casting is completed and the formwork is removed;

[0020] In the figure: 1-reinforcement member, 2-U-shaped clamp, 3-sliding beam, 4-cross bar, 5-reinforcement rod, 6-tripod, 7-slidable main steel beam, 8-slidable main steel beam II, 9-secondary beam, 10-reinforcement rib, 11-bolt, 12-adjusting screw, 13-template, 14-square wood, 15-rebar. DETAILED DESCRIPTION

[0021] In order to enable those skilled in the art to better understand and implement the technical solution of the present invention, the present invention is further described below in conjunction with specific embodiments. However, the embodiments are only intended to illustrate the present invention and are not intended to limit the present invention.

[0022] like Figures 1 to 5 The device shown is an integrated anti-slope adjustable shaping reinforcement device for a caisson toilet, comprising a reinforcement piece 1 and a U-shaped fixture 2.

[0023] The reinforcement 1 includes a shaped main beam, a slidable main beam, and a formwork.

[0024] The overall width of the standardized main beam is customized according to the overall caisson bathroom size of the project, and the maximum value is taken. The corresponding width and anti-slope thickness are adjusted by the sliding beam 3 during formwork. The standardized main beam is divided into an upper main material and a lower main material with the sliding beam 3 as the dividing line. The upper main material includes a tripod 6 arranged at both ends above the sliding beam 3, a cross bar 4 is provided between the two tripods 6, and a number of reinforcement bars 5 are provided between the cross bar 4 and the sliding beam 3; the lower main material includes a movable The sliding main steel beam 1 7, the sliding main steel beam 2 8 and the secondary beam 9 located between the bottom ends of the sliding main steel beam 1 7 and the sliding main steel beam 2 8, the sliding main steel beam 1 7 and the sliding main steel beam 2 8 are respectively provided with two, respectively located below the triangular brackets 6 at both ends of the sliding beam 3, the sliding main steel beam 1 7 and the sliding main steel beam 2 8 are both provided with adjusting screws 12 and bolts 11, and two reinforcing ribs 10 are provided in the sliding main steel beam 1 7, the sliding main steel beam 2 8, the secondary beam 9 and the sliding beam 3.

[0025] The sliding main beam can move freely along the sliding crossbeam 3 of the standardized main beam within the anti-ridge width adjustment range, and the anti-ridge width can be adjusted by using the M14 bolt 11 in conjunction with the adjusting screw 12 of the sliding main steel beam 1 7 and the sliding main steel beam 2 8.

[0026] A support formwork is provided between the sliding main steel beam 1 7 and the sliding main steel beam 2 8. The support formwork includes square timber 14, template 13 and steel bar 15. The square timber 14, template 13 and steel bar 15 are interconnected and fixed to the sliding main steel beam 1 7 and the sliding main steel beam 2 8 by bolts 11 and adjusting screws 12.

[0027] Priority: The shapes of the formwork between the sliding main steel beam 1 7 and the sliding main steel beam 2 8 at the two ends below the sliding beam 3 are different. Although the shapes are different, they are all composed of steel bars 15, formwork 13 and square timber 14. The formwork on both sides is adjusted by adjusting the M14 bolts 11 and the sliding main steel beam 1 7, the sliding main steel beam 2 8, and the adjusting screw 12 to adjust the distance between the square timber 14, the formwork 13 and the steel bars 15, thereby controlling the width of the anti-hump. The anti-hump height can be fine-tuned by the length of the formwork 13.

[0028] like Figure 6 The figure shows the structure after the casting is completed and the formwork is removed. After the formwork is removed, the reinforcement tool of the utility model can be reused.

[0029] The contents not described in detail in this utility model are all prior art.

[0030] The above description is only a preferred embodiment of the present invention and is not limited to the description in the specification and implementation methods. Therefore, any equivalent changes or modifications made based on the structure, features and principles described in the scope of the present invention should be included in the scope of the present invention.

Claims

1. A caisson toilet integrated anti-slope adjustable shaping reinforcement device, comprising a reinforcement member (1) and a U-shaped clamp (2), characterized in that: The reinforcement member (1) includes a shaped main beam, a slidable main beam, and a formwork. The shaped main beam is divided into an upper main material and a lower main material with the sliding crossbeam (3) as a dividing line. The upper main material includes a tripod (6) arranged at both ends above the sliding crossbeam (3). A crossbar (4) is provided between the two tripods (6). A plurality of reinforcement rods (5) are provided between the crossbar (4) and the sliding crossbeam (3). The lower main material includes a slidable main steel beam (7) and a slidable main steel beam (8) installed at the bottom end of the sliding crossbeam (3). A secondary beam (9) is located between the bottom ends of the slidable main steel beam (7) and the slidable main steel beam (8). The slidable main steel beam (7) and the slidable main steel beam (8) are both provided with an adjusting screw (12) and a bolt (11).

2. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: A formwork is provided between the first slidable main steel beam (7) and the second slidable main steel beam (8), and the formwork comprises square timber (14), a template (13) and steel bars (15). The square timber (14), the template (13) and the steel bars (15) are connected to each other and fixed to the first slidable main steel beam (7) and the second slidable main steel beam (8) via bolts (11) and adjusting screws (12).

3. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: The slidable main steel beam 1 (7) and the slidable main steel beam 2 (8) are respectively provided with two, and are respectively located below the triangular brackets (6) at both ends of the sliding beam (3).

4. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: Two reinforcing ribs (10) are provided in the slidable main steel beam 1 (7), the slidable main steel beam 2 (8), the secondary beam (9) and the sliding cross beam (3).

5. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: An angle steel is provided at the connection between the sliding main steel beam 1 (7) and the sliding cross beam (3), and the angle steel is selected from 30×30×3 angle steel.

6. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: The bolts (11) are M14 bolts.

7. The caisson toilet integrated anti-slope adjustable shaping reinforcement device according to claim 1, characterized in that: The tripod (6), crossbar (4), reinforcement rod (5), and reinforcement rib (10) are all made of 20×20×2 square steel tubes; the sliding main steel beam (7), sliding main steel beam (8), and secondary beam (9) are all made of 40×40×3.5 square steel tubes.

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