Hole-opening-free aluminum die reverse ridge anti-floating fixing system

Through the combined fixing method of supporting components and pulling components, the problem of unstable anti-sill positioning of aluminum molds is solved, and high-quality molding and waterproofing effects are achieved, avoiding the trouble of opening holes on the floor.

CN223202711UActive Publication Date: 2025-08-08CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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Patent Information

Application Number
CN202422515595.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-17
Publication Date
2025-08-08
Estimated Expiration
2034-10-17

AI Technical Summary

Technical Problem

The existing aluminum mold reverse sill positioning fixing method leads to poor quality of reverse sill forming, easy to rise and float, and requires holes on the floor to affect the waterproofing effect.

Method used

The combination of support components and pulling components is adopted, including limiting piers and positioning steel bars, and paired with pulling support beams and support screws. The reverse ridge aluminum mold is fixed through removable connections and hooks to avoid opening positioning.

Benefits of technology

The quality of anti-crack forming is improved, and the problem of mold raising and floating is avoided. At the same time, there is no need to open holes on the floor, which reduces the hole filling process and maintains the waterproof effect.

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Abstract

The utility model discloses a hole-opening-free aluminum mould reverse ridge anti-floating fixing system which comprises a supporting assembly and an opposite-pulling assembly, the supporting assembly comprises a limiting buttress and a positioning steel bar, the bottom end of the limiting buttress abuts against a floor aluminum mould, the top end of the limiting buttress supports a reverse ridge aluminum mould, the bottom of the positioning steel bar is fixed to a plate face steel bar, and the opposite-pulling assembly is arranged on the opposite-pulling assembly. The top of the counter-pulling assembly abuts against the bottom of the counter-sill aluminum mold on the inner side of the counter-sill aluminum mold, the counter-pulling assembly comprises a counter-pulling supporting beam and a supporting screw rod, the counter-pulling supporting beam is erected on the top of the counter-sill aluminum mold and fixedly connected with the counter-sill aluminum molds on the two sides in a detachable mode, and the supporting screw rod is vertically arranged in the counter-sill pouring space; the top end of the hook is fixedly connected with the opposite-pulling supporting beam in a detachable mode, and a hook is arranged at the bottom end of the hook and hooks an opposite-pulling screw rod at the position of the beam / wall aluminum mold. The reverse ridge aluminum mold is simple in structure and convenient to construct, the problems that the reverse ridge aluminum mold is prone to expanding and floating upwards are effectively solved through cooperation of the supporting assembly and the opposite-pulling assembly, holes do not need to be formed in a floor, and the forming quality of a reverse ridge is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of anti-ridge construction, in particular to an anti-rising and anti-floating fixing system of an aluminum mold without opening holes. Background Art

[0002] In order to prevent and control floor leakage in residential projects and respond to regulations on the prevention and control of common quality problems in residential projects, it is necessary to set concrete waterproof anti-edges with the same wall width and a height not less than 200mm above the relatively higher ground of adjacent rooms on the surrounding walls of rooms with water, such as bathrooms, kitchens, balconies, and equipment platforms. In order to ensure the anti-seepage effect, no horizontal construction joints should be left between the waterproof anti-edge and the floor slab, that is, the anti-edge must be formed in one go.

[0003] In accordance with regulations for preventing water leakage in rooms with water, aluminum formwork generally provides superior quality for counter-bumps than wooden formwork. However, due to difficulties in formwork positioning, the quality of the counter-bumps formed in a single pour of concrete in rooms with water is generally poor. Therefore, optimizing the fixing method for the counter-bump formwork is urgent.

[0004] Existing methods for positioning and securing aluminum formwork on floor slabs include: 1. Welding the formwork with positioning steel bars to the floor slab reinforcement; 2. Drilling holes in the formwork and securing it with screws and angle steel. These methods have the following drawbacks: 1. The floor slab reinforcement is prone to misalignment, causing the slab to expand and float, resulting in poor slab forming quality and significant positioning deviation; 2. Filling floor holes is difficult and affects the waterproofing of rooms exposed to water. Utility Model Content

[0005] The utility model aims to provide a hole-free aluminum mold anti-floating and fixing system to solve the technical problems described in the background technology.

[0006] In order to achieve the above technical objectives, the present invention adopts the following technical solutions:

[0007] A non-opening aluminum formwork anti-floating fixing system includes a support assembly and a tension assembly, the support assembly includes a limiting pier and a positioning steel bar, the bottom end of the limiting pier rests on the floor aluminum formwork, and the top end thereof supports the anti-hump aluminum formwork, the bottom end of the positioning steel bar is fixed on the plate surface steel bar, and the top end thereof rests on the bottom end of the anti-hump aluminum formwork on the inner side of the anti-hump aluminum formwork, the tension assembly includes a tension support beam and a support screw, the tension support beam is erected on the top of the anti-hump aluminum formwork, and is fixedly connected to the anti-hump aluminum formworks on both sides in a detachable manner, the support screw is vertically arranged in the anti-hump casting space, the top end thereof is fixedly connected to the tension support beam in a detachable manner, and the bottom end is provided with a hook, and the hook hooks the tension screw at the beam / wall aluminum formwork.

[0008] Preferably, the limiting pier is a prefabricated concrete pyramid structure with a larger bottom end and a smaller top end.

[0009] Preferably, the section in the middle of the tension screw rod where the hook is hung is provided with an external thread.

[0010] Preferably, a fastening nut is provided at the top of the support screw, and the support screw passes through the tension support beam and cooperates with the fastening nut at the top surface of the tension support beam to press and fix the tension support beam on the top surface of the anti-ridge aluminum mold.

[0011] Preferably, a downward-extending limiting vertical pole is vertically fixed to one end portion of the tension support beam, and the limiting vertical pole rests against the outer facade of the anti-ridge aluminum mold.

[0012] Preferably, a plurality of groups of through holes for passing support screws are provided at intervals on the tension support beam.

[0013] Compared with the existing technology, the beneficial effects of the present invention are: the present invention has a simple structure and is easy to construct. Through the cooperation of the supporting assembly and the pulling assembly, the problem of the anti-ridge aluminum mold being easy to expand and float is effectively solved, and the molding quality of the anti-ridge is improved. The optimized fixing method does not require drilling holes on the floor, which not only reduces the process of filling holes in the floor, but also does not affect the waterproof effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] The above and / or other aspects and advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings. These drawings are only illustrative and do not limit the present invention, wherein:

[0015] Figure 1 This is a schematic cross-sectional view of a non-opening aluminum mold anti-floating fixing system involved in the present invention;

[0016] Figure 2 This is a three-dimensional structural diagram of a hole-free aluminum mold anti-floating and fixing system involved in the utility model;

[0017] Figure 3 for Figure 2 Schematic diagram of the structure after hiding the floor slab aluminum formwork.

[0018] Figure numerals: 1. Support screw; 2. Fastening nut; 3. Hook; 4. Tension screw; 5. Floor slab aluminum formwork; 6. Anti-bump aluminum formwork; 7. Tension support beam; 8. Beam / wall aluminum formwork; 9. Tension nut; 10. Horizontal back rib; 11. Vertical back rib; 12. Plate surface reinforcement; 13. Limit pier; 14. Positioning reinforcement; 15. Limit vertical pole; 16. Protective layer pad. DETAILED DESCRIPTION

[0019] Hereinafter, an embodiment of a non-perforated aluminum mold anti-floating fixing system of the present invention will be described with reference to the accompanying drawings. The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention. They are all explanatory and exemplary and should not be interpreted as limiting the implementation methods and scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the contents disclosed in the claims and description of this application, including technical solutions that adopt any obvious replacements and modifications to the embodiments described herein.

[0020] In the description of the present invention, it should be noted that the terms "front," "back," "left," "right," "top," "bottom," "upper," "lower," "inner," "outer," "horizontal," "vertical," "upright," and "oblique" and the like, indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings and are intended solely to facilitate the description of the present invention and simplify the description. They are not intended to indicate or imply that the devices or components referred to must have a specific direction, be constructed, or operate in a specific direction. Therefore, they should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0021] The accompanying drawings in this specification are schematic diagrams that assist in illustrating the concepts of the present invention and schematically illustrate the shapes of the various components and their interrelationships. Please note that to clearly illustrate the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. The same reference numerals are used to indicate the same parts.

[0022] The following describes the principles and features of the present invention in conjunction with the accompanying drawings. The examples given are only used to explain the present invention and are not intended to limit the scope of the present invention. Figure 1-3 (In order to avoid obstruction of components, Figure 2 and Figure 3 (Some components are not shown), the preferred embodiment of the utility model is further described in detail:

[0023] like Figure 1-3As shown, the utility model preferably adopts a non-opening aluminum formwork anti-floating fixing system, including a supporting assembly and a tensioning assembly, the supporting assembly includes a limiting pier 13 and a positioning steel bar 14, the limiting pier 13 is arranged at intervals along the anti-ridge aluminum formwork 6, the bottom end of which is against the floor aluminum formwork 5, and the top end thereof supports the anti-ridge aluminum formwork 6. Since the floor aluminum formwork 5 has a higher stability than the plate surface steel bar 12, this measure can effectively improve the position stability of the anti-ridge aluminum formwork 6, for the convenience of production and ease of use. From the perspective of installation and improving the stability after installation, the limiting pier 13 should be a prefabricated concrete prism structure with a large bottom and a small top, and the inner side of the limiting pier 13 should be flush with the inner side of the anti-canopy aluminum form 6, and the bottom is fixed on the plate surface steel bar 12 in the form of welding or binding, and its top is against the bottom of the anti-canopy aluminum form 6 on the inner side of the anti-canopy aluminum form 6. The tensioning assembly includes a tensioning support beam 7 and a support screw 1. The tensioning support beam 7 is set on the top of the anti-canopy aluminum form 6 and is connected to the anti-canopy aluminum form 6 on both sides. The support screw 1 is fixedly connected in a detachable manner by pins and pins. The support screw 1 is vertically arranged in the anti-ridge casting space. A hook 3 is welded and fixed to the bottom end of the support screw 1, and the hook 3 hooks the tension screw 4 at the beam / wall aluminum mold 8. A fastening nut 2 is provided on the top of the support screw 1. The support screw 1 passes through the tension support beam 7 and cooperates with the fastening nut 2 at the top surface of the tension support beam 7 to press the tension support beam 7 to the top surface of the anti-ridge aluminum mold 6. The support screw 1 plays a role of tensioning and fixing in this structural system. The bottom end thereof pulls the tension screw 4 through the hook 3 to form a tension fixing point, and the top end thereof tightens and fixes the tension support beam 7 to the top surface of the anti-ridge aluminum form 6 through the fastening nut 2, thereby cooperating with the support component to achieve the fixing effect of pressing up and pushing down on the anti-ridge aluminum form 6, effectively avoiding the displacement problems such as mold expansion and floating of the anti-ridge aluminum form 6 during the pouring process. Moreover, the fastening nut 2 can adjust the length of the support screw 1 embedded in the concrete anti-ridge structure, thereby making it adaptable to different floor slab heights and anti-ridge height requirements;

[0024] In order to avoid the problem of slippage after the hook 3 hooks the tension screw 4, in some preferred embodiments, the section of the tension screw 4 where the hook 3 is hung needs to be provided with an external thread, for example, the tension screw 4 adopts a through-thread screw;

[0025] The tension support beam 7 is preferably made of angle steel, with its vertical plate facing upward and its horizontal plate placed horizontally on the top of each anti-ridge aluminum mold 6, and a number of groups of through holes for passing the support screws 1 are provided on the upper length direction of the horizontal plate at a certain module interval, so that it can adapt to anti-ridge construction of different widths. On this basis, a downward extending limit vertical rod 15 is also vertically fixed to the end of one side of the tension support beam 7. The limit vertical rod 15 made of steel pipe is against the outer facade of the anti-ridge aluminum mold 6. On the one hand, the limit vertical rod 15 can make the through holes on the tension support beam 7 more convenient to align with the through holes on the anti-ridge aluminum mold 6. On the other hand, it can also exert a certain anti-lateral displacement ability, and to a certain extent avoid the problem of mold expansion of the anti-ridge aluminum mold 6.

[0026] In the present invention, the support screw 1 and the hook 3 remain in the concrete structure after pouring, and the fastening nut 2 is removed together with the formwork. After the tension support beam 7 at the top of the counter-step is removed, the part of the support screw 1 that is higher than the counter-step structure needs to be cut off.

[0027] During construction, the reinforcement workers first tie the shear wall reinforcement, followed by the formwork workers assembling the beam / wall aluminum formwork 8. Once the beam / wall aluminum formwork 8 is in place, the formwork is initially secured with pins. The horizontal back ribs 10 are then installed. The beam / wall tensioning screws 4 are inserted through the pre-reserved tensioning holes in the beam / wall aluminum formwork 8 and anchored with independent nuts 9 at both ends. After the beam / wall aluminum formwork 8 is installed, the floor slab aluminum formwork 5 is positioned and secured. Once the lower formwork is securely installed, the formwork can be moved onto the floor slab aluminum formwork 5 to tie the protective layer pads 16, the slab reinforcement 12, and the lower beam reinforcement.

[0028] After the slab reinforcement 12 is tied, the positioning reinforcement 14 is welded at the corresponding position according to the layout and the limiting piers 13 are placed along the layout position. After that, the anti-ridge aluminum formwork 6 is in place and preliminarily fixed with pins. Before the support screw 1 enters the site, the hook 3 needs to be welded to its end in advance for use. During construction, first pass the end of the support screw 1 without the hook through the bolt hole reserved in the middle of the tension support beam 7, and pre-tighten it with the fastening nut 2. Afterwards, the tension support beam 7 together with the support screw 1 and the hook 3 is installed on the top of the anti-ridge aluminum formwork 6. Its plane position corresponds to the lower beam / wall tension screw 4. The limiting vertical rod 15 is in close contact with the vertical back rib 11 at the anti-ridge aluminum formwork 6, and the hook 3 is hooked on the beam / wall tension screw 4.

[0029] After the top tension support beam 7 of the anti-slope is firmly installed using pins, the installation construction can be completed by anchoring the fastening nut 2.

[0030] After the concrete pouring is completed, first unscrew the fastening nut 2 and remove the fixing pins between the tension support beam 7 and the anti-ridge aluminum formwork 6, remove the tension support beam 7, and then remove the anti-ridge aluminum formwork 6. After that, cut off the part of the support screw 1 that is higher than the anti-ridge surface. When removing the lower formwork, first loosen the tension nut 9 at the end of the tension screw 4, and use tools to knock out the beam / wall tension screw 4 from one side of the beam / wall aluminum formwork 8 (if it is a three-stage water-stop screw, just unscrew the water-stop screws on both sides directly with the tool), then remove the horizontal back rib 10 at the beam / wall aluminum formwork 8, the beam / wall aluminum formwork 8 and the floor slab aluminum formwork 5 in turn, and then transport the aluminum formwork to the next floor to continue construction.

[0031] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A non-opening aluminum mold anti-floating fixing system, characterized by: The invention comprises a supporting assembly and a tensioning assembly, wherein the supporting assembly comprises a limiting pier (13) and a positioning steel bar (14), wherein the bottom end of the limiting pier (13) abuts against the floor slab aluminum formwork (5), and the top end thereof supports the anti-hump aluminum formwork (6), the bottom end of the positioning steel bar (14) is fixed on the plate surface steel bar (12), and the top end thereof abuts against the bottom end of the anti-hump aluminum formwork (6) on the inner side of the anti-hump aluminum formwork (6), and the tensioning assembly comprises a tensioning support beam (7) and a supporting screw (1), wherein the tensioning support beam (7) is erected on the top end of the anti-hump aluminum formwork (6) and is fixedly connected to the anti-hump aluminum formworks (6) on both sides in a detachable manner, and the supporting screw (1) is vertically arranged in the anti-hump casting space, wherein the top end thereof is fixedly connected to the tensioning support beam (7) in a detachable manner, and the bottom end thereof is provided with a hook (3), and the hook (3) hooks the tensioning screw (4) at the beam / wall aluminum formwork (8).

2. The anti-floating fixing system for the non-perforated aluminum mold according to claim 1 is characterized in that: The limiting pier (13) is a prefabricated concrete prism structure with a large bottom end and a small top end.

3. The anti-floating fixing system for the non-perforated aluminum mold according to claim 1 is characterized in that: The section in the middle of the tension screw rod (4) where the hook (3) is hung is provided with an external thread.

4. The anti-floating fixing system for the non-perforated aluminum mold according to claim 1 is characterized in that: A fastening nut (2) is provided at the top of the support screw (1), and the support screw (1) passes through the tension support beam (7) and cooperates with the fastening nut (2) at the top end surface of the tension support beam (7) to press and fix the tension support beam (7) at the top end surface of the anti-ridge aluminum mold (6).

5. The anti-floating fixing system for the non-perforated aluminum mold according to claim 1 is characterized in that: A downwardly extending limit rod (15) is vertically fixed to one end of one side of the tension support beam (7), and the limit rod (15) abuts against the outer surface of the anti-ridge aluminum mold (6).

6. The anti-floating fixing system for the non-perforated aluminum mold according to claim 4 is characterized in that: The tension support beam (7) is provided with a plurality of groups of through holes for passing the support screw rods (1) at intervals.