A one-time pouring construction method for installing a concrete counter-bump aluminum formwork

Abstract

The present invention relates to the technical field of construction engineering, and discloses a one-time pouring construction method for installing a concrete anti-ridge aluminum formwork, comprising a first floor slab and a first beam arranged below the first floor slab, and comprising the following steps: S1, embedding a pre-embedded fixing part in the first beam at a preset position of the anti-ridge; S2, tying steel bars at preset positions of the anti-ridge, shear wall and column; S3, installing the anti-ridge aluminum formwork assembly on the embedded fixing part; S4, arranging a first support assembly on the anti-ridge aluminum formwork assembly, and installing a beam aluminum formwork assembly at its upper end; S5, installing a second support assembly on the first floor slab, and installing a floor slab aluminum formwork at its upper end; S6, tying steel bars at preset positions of the second beam and the second floor slab; S7, pouring concrete at preset positions of each structure; S8, performing concrete curing. The one-time pouring construction method for installing a concrete anti-ridge aluminum formwork provided by the present invention can avoid the misalignment of the anti-ridge aluminum film assembly, and can ensure the appearance quality of the anti-ridge.

Description

Technical Field

[0001] The invention relates to the technical field of construction engineering, in particular to a one-time pouring construction method for installing a concrete reverse ridge aluminum formwork. Background Art

[0002] In existing building structures, reinforced concrete counter-embankments are required during the construction of bathrooms, kitchens, balconies and other parts to meet the designed waterproof structural requirements.

[0003] In the existing construction method, the main structure adopts aluminum alloy formwork construction technology, and the counter-bump part is installed with the aluminum alloy formwork of the same layer or the lower layer to pour concrete; when the counter-bump part is poured with the main structure of the same layer, the counter-bump is at the bottom, and the concrete should first flow into the shear wall or column vertical structure to pour the counter-bump; when the counter-bump part is poured with the next layer, the aluminum alloy formwork is installed on the floor slab to be poured with concrete, and then the concrete can be poured.

[0004] In the above existing scheme, when the anti-hump part is cast with the main structure of the same layer, only the aluminum alloy formworks on both sides of the anti-hump part are installed. When casting the anti-hump concrete, the concrete first flows into the anti-hump part through the vertical structures such as shear walls or columns. After the concrete is cast in the anti-hump part, the vertical structures such as shear walls or columns are cast in turn. When the shear wall or column concrete is vibrated with a vibrating rod, the anti-hump concrete at the bottom has not reached the strength, and is subjected to the concrete (load) transmitted from the upper shear wall or column, the concrete at the anti-hump part will overflow, affecting the appearance quality of the concrete, and it needs to be chiseled out and cleaned later; when the anti-hump part is cast with the next layer, it is necessary to install the anti-hump aluminum alloy formwork on the floor slab to be cast concrete. This is a first-made anti-hump, and the floor slab below has no line as a basis. When the aluminum alloy formwork at the anti-hump part is installed and vibrated for casting concrete, it is misaligned with the lower floor slab. A small deviation affects the plastering thickness, and a large deviation needs to be chiseled out, cleaned and repaired, increasing the construction cost and construction progress. Summary of the invention

[0005] The purpose of the present invention is to provide a one-time pouring construction method for installing a concrete counter-ridge aluminum formwork, which can avoid the dislocation phenomenon of the counter-ridge aluminum film component and ensure the appearance quality of the counter-ridge.

[0006] In order to achieve the above object, the present invention provides a one-time pouring construction method for installing a concrete anti-ridge aluminum formwork, comprising a first floor slab and a first beam arranged on the lower end surface of the first floor slab, comprising the following steps:

[0007] S1. At a preset position of the anti-ridge, partially embedding the embedded fixing parts into the first beam and the first floor slab;

[0008] S2. Install and tie steel bars at the preset positions of the anti-slope, shear wall and column;

[0009] S3, setting the anti-ridge aluminum mold assembly at the preset position of the anti-ridge, and installing the anti-ridge aluminum mold assembly on the embedded fixing member;

[0010] S4, arranging a first support assembly on the anti-ridge aluminum mold assembly, and installing a beam aluminum mold assembly on the upper end of the first support assembly;

[0011] S5. Install a second support assembly on the first floor slab, and install a floor slab aluminum formwork on the upper end of the first support assembly, wherein the beam aluminum formwork assembly is connected to the floor slab aluminum formwork via a connector;

[0012] S6. Install and tie the steel bars at the preset positions of the second beam and the second floor slab;

[0013] S7, pouring concrete at preset positions of the counterslope, the shear wall, the column, the second floor slab and the second beam;

[0014] S8. Carry out concrete curing.

[0015] Furthermore, the embedded fixing member includes an anchoring screw and an embedded portion, and the embedded portion is arranged at the lower end of the anchoring screw;

[0016] In S1, the embedded portion is embedded in the first beam, and the anchoring screw extends upward through the first floor slab.

[0017] Furthermore, the embedded portion is embedded in the first beam to a depth of 100 mm to 200 mm.

[0018] Furthermore, the embedded fixing part also includes a mounting rod, an anchoring pressure plate and an anchoring nut, the mounting rod is fixedly arranged on the anchoring screw, the anchoring pressure plate is slidably sleeved on the anchoring screw, the mounting rod is located between the embedded part and the anchoring pressure plate, the threaded part of the anchoring screw is located at the upper end of the anchoring screw, the anchoring nut is meshed with the threaded part, and the anti-cantilever aluminum mold assembly includes an anti-cantilever side aluminum mold and an anti-cantilever top cover aluminum mold, and the anti-cantilever top cover aluminum mold abuts against the upper end of the anti-cantilever side aluminum mold;

[0019] In S3, the anti-hump side aluminum formwork is placed on both sides of the preset position of the anti-hump and connected to the end of the mounting rod, the anti-hump top cover aluminum formwork is sleeved onto the outer periphery of the anchor screw, and the lower end of the anti-hump top cover aluminum formwork is abutted against the upper end of the anti-hump side aluminum formwork, and then the anchor pressure plate is sleeved onto the anchor screw, so that the anchor pressure plate is abutted against the upper end surface of the anti-hump top cover aluminum formwork, and the anchor nut is screwed so that the anchor pressure plate is tightly pressed against the anti-hump top cover aluminum formwork.

[0020] Furthermore, the distance between the installation rod and the first floor slab is 50-100 mm.

[0021] Furthermore, the one-time pouring construction method for installing the concrete anti-ridge aluminum formwork also includes a reinforcement device, and the reinforcement component is arranged on the anti-ridge aluminum formwork component to reinforce the anti-ridge aluminum formwork component.

[0022] Furthermore, the reinforcement assembly includes an angle rod, a fastening rod, a latch, a tension screw and two tension nuts, the angle rod includes a first rod body and a second rod body vertically arranged to each other, the first rod body is provided with a slide groove, one end of the fastening rod is slidably arranged in the slide groove, a plurality of insertion holes are spaced apart on the groove wall of the first slide groove along the extension direction of the first rod body, the latch passes through the insertion hole and is inserted into one end of the fastening rod for fastening and limiting the fastening rod, the tension screw passes through the fastening rod and the second rod body in sequence, the two tension nuts are respectively engaged with the two ends of the tension screw, and respectively abut against the fastening rod and the second rod body;

[0023] After S3 is completed, the side of the second rod body close to the fastening rod is abutted against the anti-can side aluminum template, the fastening rod is moved so that the side of the fastening rod close to the second rod body is abutted against the anti-can side aluminum template, the pin is inserted into the socket and inserted into one end of the fastening rod, and the two tension nuts are screwed so that the fastening rod and the second rod body clamp the anti-can side aluminum template.

[0024] Furthermore, the first support assembly includes a base and a support sleeve slidably arranged on the base, the base includes a base body, an adjusting screw and a support block, the lower end of the adjusting screw is fixedly connected to the base body, the support block has a threaded portion, the support block is meshed with the adjusting screw through the threaded portion, the support sleeve is sleeved on the outer periphery of the adjusting screw and abuts against the upper end surface of the support block, the beam aluminum mold assembly includes a beam bottom aluminum mold and a beam side aluminum mold, the beam side aluminum mold is connected to the upper end of the beam bottom aluminum mold, and the bottom of the beam bottom aluminum mold is provided with a sleeve rod;

[0025] In S4, the seat body is installed on the anti-ridge top cover aluminum template, the support block is engaged in sequence, the support sleeve is sleeved on the adjusting screw, the support block is screwed, the height of the support sleeve is adjusted, the upper end of the support sleeve is sleeved on the outer periphery of the sleeve rod, and the beam side aluminum template is installed on the beam bottom aluminum template.

[0026] Furthermore, the second support assembly includes a telescopic rod and a support platform arranged at the upper end of the telescopic rod, and the floor aluminum formwork is installed on the top of the support platform;

[0027] In S5, the telescopic rod is installed on the first floor slab, and the floor slab aluminum formwork is installed on the supporting platform, the height of the telescopic rod is adjusted to match the height of the floor slab aluminum formwork with the height of the beam side aluminum formwork, and then the connecting piece is used to connect the beam side aluminum formwork with the floor slab aluminum formwork.

[0028] Compared with the prior art, the one-time pouring construction method for installing an aluminum formwork for a concrete counter-bump in an embodiment of the present invention has the following beneficial effects: the embedded fixing parts are embedded in the preset position of the counter-bump, and the counter-bump aluminum formwork assembly is installed on the embedded fixing parts to ensure that when the concrete is poured, there is no misalignment between the first floor slab and the counter-bump; a first supporting assembly is arranged on the counter-bump aluminum formwork assembly, and a beam aluminum formwork assembly is installed on the first supporting assembly. When the concrete is poured, the beam aluminum formwork assembly and the concrete poured on the beam aluminum formwork assembly apply pressure to the counter-bump aluminum film assembly to ensure that when the counter-bump is formed, the concrete of the shear wall and the column will not flow to the counter-bump due to gravity, resulting in excessive amount of unsolidified concrete at the counter-bump and overflow, thereby affecting the appearance quality of the counter-bump. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 It is a process flow chart of a one-time pouring construction method for installing a concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0030] Figure 2 Schematic diagrams of S1 and S3 of the one-time pouring construction method for installing a concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0031] Figure 3 It is a structural schematic diagram of the embedded fixing parts of the one-time pouring construction method for installing the concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0032] Figure 4 It is a schematic diagram of installing a reinforcement component after S3 of the one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to an embodiment of the present invention is completed;

[0033] Figure 5 It is a structural schematic diagram of a reinforcement component of a one-time pouring construction method for installing a concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0034] Figure 6 Schematic diagram of S4 and S5 of the one-time pouring construction method for installing a concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0035] Figure 7 It is a structural schematic diagram of a base of a one-time pouring construction method for installing a concrete reverse ridge aluminum formwork according to an embodiment of the present invention;

[0036] In the figure, 1, first floor slab;

[0037] 2. The first beam;

[0038] 3. Anti-Kan;

[0039] 4. Embedded fixings; 401. Anchoring screw; 402. Embedded part; 403. Mounting rod; 404. Anchoring pressure plate; 405. Anchoring nut;

[0040] 5. Anti-slope aluminum formwork assembly; 501, anti-slope side aluminum formwork; 502, anti-slope top cover aluminum formwork;

[0041] 6. Reinforcement assembly; 601. Angle rod; 6011. First rod body; 60111. Insertion hole; 6012. Second rod body; 602. Fastening rod; 603. Latch; 604. Tension screw rod; 605. Tension nut;

[0042] 7. First support assembly; 701. Base; 7011. Base body; 7012. Adjusting screw; 7013. Support block; 702. Support sleeve;

[0043] 8. Beam aluminum formwork assembly; 801. Beam side aluminum formwork; 802. Beam bottom aluminum formwork; 8021. Sleeve rod;

[0044] 9. Second support assembly; 901. Telescopic rod; 902. Support platform;

[0045] 10. Floor slab aluminum formwork;

[0046] 11. Connectors;

[0047] 12. Second floor;

[0048] 13. The second beam. DETAILED DESCRIPTION

[0049] The specific implementation of the present invention is further described in detail below in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0050] In the description of the present invention, the terms "upper", "lower", "left", "right", "front", "rear", "inner", "outer", "lateral", "longitudinal" and the like used to indicate the orientation or position relationship are based on the orientation or position relationship shown in the drawings, and are only used to facilitate the description of the present invention and simplify the description, and are not used to limit the indicated devices, elements or components to have a specific orientation, or to be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention. For those of ordinary skill in the art, the specific meanings of these terms in the present invention can be understood according to specific circumstances.

[0051] In the description of the present invention, the terms "provided with", "set", "connected", and "placed" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral structure; it can be a mechanical connection or an electrical connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be an internal connection between two devices, elements, or components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0052] In addition, the terms "first", "second", etc. are mainly used to distinguish different devices, elements or components (the specific types and structures may be the same or different), and are not used to indicate or imply the relative importance and quantity of the indicated devices, elements or components. Unless otherwise specified, "plurality" means two or more.

[0053] The technical solution of the present invention is further described below in conjunction with embodiments and drawings.

[0054] like Figure 1 As shown, a one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to an embodiment of the present invention comprises a first floor slab 1 and a first beam 2 arranged on the lower end surface of the first floor slab 1, characterized in that it comprises the following steps:

[0055] S1. Partially embed the embedded fixing member 4 into the first beam 2 and the first floor slab 1 at the preset position of the counter ridge 3;

[0056] S2. Install and tie steel bars at the preset positions of the anti-slope 3, shear wall and column;

[0057] S3, setting the anti-ridge aluminum mold assembly 5 at the preset position of the anti-ridge 3, and installing the anti-ridge aluminum mold assembly 5 on the embedded fixing member 4;

[0058] S4, setting a first support assembly 7 on the anti-ridge aluminum mold assembly 5, and installing a beam aluminum mold assembly 8 on the upper end of the first support assembly 7;

[0059] S5. Install the second support assembly 9 on the first floor 1, and install the floor aluminum formwork 10 on the upper end of the first support assembly 7. The beam aluminum formwork assembly 8 is connected to the floor aluminum formwork 10 via a connector 11;

[0060] S6, installing and tying steel bars at the preset positions of the second beam 13 and the second floor slab 12;

[0061] S7, pouring concrete at the preset positions of the counter-slope 3, the shear wall, the column, the second floor slab 12 and the second beam 13;

[0062] S8. Carry out concrete curing.

[0063] Based on the above technical solution, the embedded fixing part 4 is embedded in the preset position of the counter-step 3, and the counter-step aluminum formwork assembly 5 is installed on the embedded fixing part 4 to ensure that when the concrete is poured, there will be no misalignment between the first floor slab 1 and the counter-step 3; a first supporting assembly 7 is arranged on the counter-step aluminum formwork assembly 5, and a beam aluminum formwork assembly 8 is installed on the first supporting assembly 7. When the concrete is poured, the beam aluminum formwork assembly 8 and the concrete poured on the beam aluminum formwork assembly 8 apply pressure to the aluminum film assembly of the counter-step 3 to ensure that when the counter-step 3 is formed, the concrete of the shear wall and the column will not flow to the counter-step 3 due to gravity, which will cause excessive unsolidified concrete at the counter-step 3 to overflow, thereby affecting the appearance quality of the counter-step 3.

[0064] Preferably, if Figure 2 , 3 As shown, the embedded fixing member 4 includes an anchoring screw 401 and an embedded portion 402, and the embedded portion 402 is arranged at the lower end of the anchoring screw 401;

[0065] In S1 , the embedded portion 402 is embedded in the first beam 2 , and the anchoring screw 401 extends upward through the first floor slab 1 .

[0066] More preferably, the embedded portion 402 is embedded in the first beam 2 to a depth of 100 mm to 200 mm. When the embedded portion 402 is embedded in the first beam 2 to a depth of less than 100 mm, the embedded depth of the embedded portion 402 is insufficient. When pouring concrete in the anti-ridge aluminum formwork assembly 5 and vibrating, the embedded fixing member 4 is not sufficiently tightened, which may cause the first floor 1 and the first beam 2 to crack, and the embedded fixing member 4 is out of the embedded state, and the positioning of the anti-ridge 3 fails, and the anti-ridge 3 is likely to be misaligned; when the embedded portion 402 is embedded in the first beam 2 to a depth greater than 200 mm, the embedded depth of the embedded portion 402 is too long, the manufacturing cost of the embedded fixing member 4 is increased, and the embedded position of the first beam 2 is required to be higher; when the embedded portion 402 is embedded in the first beam 2 to a depth of 100 mm to 200 mm, it can ensure that the manufacturing cost of the embedded fixing member 4 is not too high, and the tightening degree of the embedded fixing member 4 in the first beam 2 can also be ensured.

[0067] More preferably, if Figure 3 As shown, the embedded fixing member 4 also includes a mounting rod 403, an anchoring pressure plate 404 and an anchoring nut 405. The mounting rod 403 is fixedly arranged on the anchoring screw 401, and the anchoring pressure plate 404 is slidably sleeved on the anchoring screw 401. The mounting rod 403 is located between the embedded part 402 and the anchoring pressure plate 404. The threaded part of the anchoring screw 401 is located at the upper end of the anchoring screw 401, and the anchoring nut 405 is meshed with the threaded part. The anti-cantilever aluminum mold assembly 5 includes an anti-cantilever side aluminum template 501 and an anti-cantilever top cover aluminum template 502. The anti-cantilever top cover aluminum template 502 abuts against the upper end of the anti-cantilever side aluminum template 501.

[0068] In S3, the anti-hump side aluminum template 501 is placed on both sides of the preset position of the anti-hump 3 and connected to the end of the mounting rod 403, the anti-hump top cover aluminum template 502 is sleeved onto the outer periphery of the anchor screw 401, and the lower end of the anti-hump top cover aluminum template 502 is abutted against the upper end of the anti-hump side aluminum template 501, and then the anchor pressure plate 404 is sleeved onto the anchor screw 401, so that the anchor pressure plate 404 is abutted against the upper end surface of the anti-hump top cover aluminum template 502, and the anchor nut 405 is screwed so that the anchor pressure plate 404 is tightly pressed against the anti-hump top cover aluminum template 502. The mounting rod 403 is fixed on the anchor screw 401, and both ends of the mounting rod 403 are connected to the anti-ridge side aluminum template 501 to limit the width of the anti-ridge 3. Then the anchor pressure plate 404 is used to press tightly on the upper end surface of the anti-ridge top cover aluminum template 502 to compact the anti-ridge top cover aluminum template 502 to ensure the structural stability of the anti-ridge aluminum template assembly 5.

[0069] More preferably, the distance between the mounting rod 403 and the first floor 1 is 50-100 mm. The distance between the mounting rod 403 and the first floor 1 is 50-100 mm, which is convenient for tying steel bars, and the steel bars can be tied and fixed by the mounting rod 403 to increase the structural strength of the anti-ridge 3.

[0070] More preferably, if Figure 4 As shown, the one-time pouring construction method for installing the concrete anti-ridge aluminum formwork also includes a reinforcement device, and the reinforcement component 6 is arranged on the anti-ridge aluminum formwork component 5 for reinforcing the anti-ridge aluminum formwork component 5.

[0071] More preferably, if Figure 4 , 5 As shown, the reinforcement component 6 includes an angle rod 601, a fastening rod 602, a latch 603, a tension screw 604 and two tension nuts 605. The angle rod 601 includes a first rod body 6011 and a second rod body 6012 which are perpendicular to each other. A slide groove is provided on the first rod body 6011. One end of the fastening rod 602 is slidably provided in the slide groove. A plurality of insertion holes 60111 are provided on the groove wall of the first slide groove along the extension direction of the first rod body 6011. The latch 603 passes through the insertion hole 60111 and is inserted into one end of the fastening rod 602 for fastening and limiting the fastening rod 602. The tension screw 604 passes through the fastening rod 602 and the second rod body 6012 in sequence. The two tension nuts 605 are respectively engaged with the two ends of the tension screw 604 and respectively abut against the fastening rod 602 and the second rod body 6012.

[0072] After S3 is finished, the side of the second rod body 6012 close to the fastening rod 602 is abutted against the aluminum template 501 on the reverse side, the fastening rod 602 is moved so that the side of the fastening rod 602 close to the second rod body 6012 is abutted against the aluminum template 501 on the reverse side, the latch 603 is inserted into the insertion hole 60111 and inserted into one end of the fastening rod 602, and the two tension nuts 605 are screwed so that the fastening rod 602 and the second rod body 6012 clamp the aluminum template 501 on the reverse side. The second rod body 6012 and the fastening rod 602 clamp the aluminum template 501 on the reverse side together to prevent the aluminum template 501 on the reverse side from being deformed by the impact of concrete during concrete pouring, and the concrete leaking from the deformed side of the aluminum template 501 on the reverse side, resulting in poor molding of the reverse side 3 and difficulty in ensuring its strength and appearance.

[0073] More preferably, if Figure 6 , 7 As shown, the first support assembly 7 includes a base 701 and a support sleeve 702 slidably arranged on the base 701, the base 701 includes a base body 7011, an adjusting screw 7012 and a support block 7013, the lower end of the adjusting screw 7012 is fixedly connected to the base body 7011, the support block 7013 has a threaded portion, the support block 7013 is meshed with the adjusting screw 7012 through the threaded portion, the support sleeve 702 is sleeved on the outer periphery of the adjusting screw 7012 and abuts against the upper end surface of the support block 7013, the beam aluminum mold assembly 8 includes a beam bottom aluminum template 802 and a beam side aluminum template 801, the beam side aluminum template 801 is connected to the upper end of the beam bottom aluminum template 802, and the bottom of the beam bottom aluminum template 802 is provided with a sleeve rod 8021;

[0074] In S4, the seat body 7011 is installed on the anti-ridge top cover aluminum template 502, the support block 7013 is engaged in sequence, the support sleeve 702 is sleeved on the adjusting screw 7012, the support block 7013 is screwed, the height of the support sleeve 702 is adjusted, the upper end of the support sleeve 702 is sleeved on the outer periphery of the sleeve rod 8021, and the beam side aluminum template 801 is installed on the beam bottom aluminum template 802.

[0075] In a specific embodiment, it should be noted that the embedded fixing parts 4 , the reinforcement assembly 6 , and the first supporting device are arranged at intervals along the extension direction of the anti-ridge 3 .

[0076] Under the premise of ensuring the structural strength of the anti-bump aluminum formwork assembly 5, a first support assembly 7 is installed on the upper end surface of the anti-bump aluminum formwork assembly 5 to provide support for the beam aluminum formwork assembly 8, thereby constructing the concrete casting structure of the second beam 13 and the second floor slab 12. The shear wall, column, second floor slab 12, second beam 13 and anti-bump 3 can be formed by one-time casting. The operation is convenient and quick, and the structural accuracy of each part can be guaranteed. The rotation of the support block 7013 is converted into the sliding of the support sleeve 702 in the up and down directions, so that the setting height of the second beam 13 can be adjusted.

[0077] More preferably, if Figure 6 As shown, the second support assembly 9 includes a telescopic rod 901 and a support platform 902 disposed at the upper end of the telescopic rod 901, and a floor aluminum formwork 10 is installed on the top of the support platform 902;

[0078] In S5, the telescopic rod 901 is installed on the first floor 1, and the floor aluminum formwork 10 is installed on the support platform 902. The height of the telescopic rod 901 is adjusted to match the height of the floor aluminum formwork 10 with the beam side aluminum formwork 801, and then the beam side aluminum formwork 801 is connected to the floor aluminum formwork 10 using the connecting piece 11. The telescopic rod 901 is set to ensure that the heights of the floor aluminum formwork 10 and the beam side aluminum formwork 801 match each other. The telescopic rod 901 adjusts the height of the floor aluminum formwork 10, and the support block 7013 and the support sleeve adjust the height of the beam aluminum formwork assembly 8, so that the floor aluminum formwork 10 and the aluminum formworks on both sides can be installed through the connecting piece 11.

[0079] In summary, the embodiment of the present invention provides a one-time pouring construction method for installing an aluminum formwork for a concrete counter-bump, which embeds a pre-embedded fixing part 4 at a preset position of the counter-bump 3, and installs an anti-bump aluminum formwork assembly 5 on the pre-embedded fixing part 4 to ensure that when the concrete is poured, there is no misalignment between the first floor slab 1 and the counter-bump 3; a first supporting assembly 7 is arranged on the anti-bump aluminum formwork assembly 5, and a beam aluminum formwork assembly 8 is installed on the first supporting assembly 7. When the concrete is poured, the beam aluminum formwork assembly 8 and the concrete poured on the beam aluminum formwork assembly 8 apply pressure to the aluminum film assembly of the counter-bump 3 to ensure that when the counter-bump 3 is formed, the concrete of the shear wall and the column will not flow to the counter-bump 3 due to gravity, which will cause excessive unsolidified concrete at the counter-bump 3 to overflow, thereby affecting the appearance quality of the counter-bump 3.

[0080] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and substitutions can be made without departing from the technical principles of the present invention. These improvements and substitutions should also be regarded as the scope of protection of the present invention.

Claims

1. A one-time pouring construction method for installing a concrete anti-ridge aluminum formwork, comprising a first floor slab (1) and a first beam (2) arranged on the lower end surface of the first floor slab (1), characterized in that: The following steps are involved: S1. Partially embedding the embedded fixing member (4) into the first beam (2) and the first floor slab (1) at a preset position of the counter-ridge (3); S2, installing and tying steel bars at the preset positions of the anti-ridge (3), shear wall and column; S3, placing the anti-ridge aluminum mold assembly (5) at a preset position of the anti-ridge (3), and installing the anti-ridge aluminum mold assembly (5) on the embedded fixing member (4); S4, arranging a first support assembly (7) on the anti-ridge aluminum mold assembly (5), and installing a beam aluminum mold assembly (8) on the upper end of the first support assembly (7); S5. Install a second support assembly (9) on the first floor slab (1), and install a floor slab aluminum formwork (10) on the upper end of the second support assembly (9), wherein the beam aluminum formwork assembly (8) is connected to the floor slab aluminum formwork (10) via a connector (11); S6, installing and tying steel bars at preset positions of the second beam (13) and the second floor slab (12); S7, pouring concrete at preset positions of the anti-slope (3), the shear wall, the column, the second floor slab (12) and the second beam (13); S8. Perform concrete curing; The embedded fixing member (4) comprises an anchoring screw (401) and an embedded portion (402), wherein the embedded portion (402) is arranged at the lower end of the anchoring screw (401); In S1, the embedded portion (402) is embedded in the first beam (2), and the anchoring screw (401) extends upward through the first floor slab (1); The embedded fixing member (4) further comprises a mounting rod (403), an anchoring pressure plate (404) and an anchoring nut (405); the mounting rod (403) is fixedly arranged on the anchoring screw (401); the anchoring pressure plate (404) is slidably sleeved on the anchoring screw (401); the mounting rod (403) is located between the embedded part (402) and the anchoring pressure plate (404); the threaded portion of the anchoring screw (401) is located at the upper end of the anchoring screw (401); the anchoring nut (405) is meshed with the threaded portion; the anti-cantilever aluminum formwork assembly (5) comprises an anti-cantilever side aluminum formwork (501) and an anti-cantilever top cover aluminum formwork (502); the anti-cantilever top cover aluminum formwork (502) is abutted against the upper end of the anti-cantilever side aluminum formwork (501); In S3, the anti-hump side aluminum template (501) is placed on both sides of the preset position of the anti-hump (3) and connected to the end of the mounting rod (403), the anti-hump top cover aluminum template (502) is sleeved onto the outer periphery of the anchor screw (401), and the lower end of the anti-hump top cover aluminum template (502) is abutted against the upper end of the anti-hump side aluminum template (501), and then the anchor pressure plate (404) is sleeved onto the anchor screw (401), so that the anchor pressure plate (404) is abutted against the upper end surface of the anti-hump top cover aluminum template (502), and the anchor nut (405) is screwed so that the anchor pressure plate (404) is tightly pressed against the anti-hump top cover aluminum template (502); The distance between the installation rod (403) and the first floor slab (1) is 50 to 100 mm.

2. The one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to claim 1 is characterized in that: The embedded portion (402) is embedded in the first beam (2) to a depth of 100 mm to 200 mm.

3. The one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to claim 1 is characterized in that: It also includes a reinforcement component (6), which is arranged on the anti-ridge aluminum mold component (5) and is used to reinforce the anti-ridge aluminum mold component (5).

4. The one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to claim 3 is characterized in that: The reinforcement assembly (6) comprises an angle rod (601), a fastening rod (602), a latch (603), a tension screw rod (604) and two tension nuts (605); the angle rod (601) comprises a first rod body (6011) and a second rod body (6012) which are arranged perpendicular to each other; a slide groove is provided on the first rod body (6011); one end of the fastening rod (602) is slidably arranged in the slide groove; a plurality of slots are provided on the groove wall along the extension direction of the first rod body (6011) at intervals. A plug hole (60111), the plug pin (603) passes through the plug hole (60111) and is inserted into one end of the fastening rod (602) for fastening and limiting the fastening rod (602), the tension screw rod (604) passes through the fastening rod (602) and the second rod body (6012) in sequence, and the two tension nuts (605) are respectively engaged with the two ends of the tension screw rod (604) and respectively abut against the fastening rod (602) and the second rod body (6012); After S3 is completed, the side of the second rod body (6012) close to the fastening rod (602) is abutted against the anti-can side aluminum template (501), and the fastening rod (602) is moved so that the side of the fastening rod (602) close to the second rod body (6012) is abutted against the anti-can side aluminum template (501), the pin (603) is inserted into the socket (60111) and inserted into one end of the fastening rod (602), and the two tension nuts (605) are screwed so that the fastening rod (602) and the second rod body (6012) clamp the anti-can side aluminum template (501).

5. The one-time pouring construction method for installing a concrete anti-ridge aluminum formwork according to claim 1 is characterized in that: The first support assembly (7) comprises a base (701) and a support sleeve (702) slidably arranged on the base (701); the base (701) comprises a base body (7011), an adjusting screw (7012) and a support block (7013); the lower end of the adjusting screw (7012) is fixedly connected to the base body (7011); the support block (7013) has a threaded portion; the support block (7013) is connected to the support block (7013) through the threaded portion. The adjusting screw (7012) is meshed with each other, the supporting sleeve (702) is sleeved on the outer periphery of the adjusting screw (7012) and abuts against the upper end surface of the supporting block (7013), the beam aluminum formwork assembly (8) comprises a beam bottom aluminum formwork (802) and a beam side aluminum formwork (801), the beam side aluminum formwork (801) is connected to the upper end of the beam bottom aluminum formwork (802), and a sleeve rod (8021) is provided at the bottom of the beam bottom aluminum formwork (802); In S4, the seat body (7011) is installed on the anti-ridge top cover aluminum template (502), the support block (7013) is engaged in sequence, the support sleeve (702) is sleeved on the adjusting screw (7012), the support block (7013) is screwed, the height of the support sleeve (702) is adjusted, the upper end of the support sleeve (702) is sleeved on the outer periphery of the sleeve rod (8021), and the beam side aluminum template (801) is installed on the beam bottom aluminum template (802).

6. The one-time pouring construction method for installing a concrete counter-ridge aluminum formwork according to claim 5 is characterized in that: The second supporting assembly (9) comprises a telescopic rod (901) and a supporting platform (902) arranged at the upper end of the telescopic rod (901), and the floor slab aluminum formwork (10) is installed on the top of the supporting platform (902); In S5, the telescopic rod (901) is installed on the first floor (1), and the floor aluminum formwork (10) is installed on the support platform (902), and the height of the telescopic rod (901) is adjusted to match the height of the floor aluminum formwork (10) with the height of the beam side aluminum formwork (801), and then the connecting piece (11) is used to connect the beam side aluminum formwork (801) with the floor aluminum formwork (10).

Images