Demolition-free formwork floor heat preservation integrated plate and cast-in-place floor reinforcing structure

Abstract

The utility model discloses a non-dismantling formwork floor heat preservation integrated plate and cast-in-place floor reinforcing structure which comprises a limiting assembly installed on a cast-in-place floor plate, a pile block piece poured on a non-dismantling heat preservation integrated panel of the cast-in-place floor plate and a fixed concrete plate installed on the outer side of the pile block piece. The pile block piece comprises a third reinforcing steel bar embedded into the cast-in-place floor plate and a concrete limiting block poured on the outer side of the exposed end of the third reinforcing steel bar, and a mounting groove is formed in the surface of the fixed concrete plate. When the non-dismantling formwork floor heat-preservation integrated plate is installed, a reinforcing design for increasing the bearing capacity is adopted, the reinforcing frame reinforces the non-dismantling heat-preservation integrated panel, the non-dismantling heat-preservation integrated panel and the reinforcing concrete plate are combined into a whole, the fixed concrete plate is fixed to the cast-in-place floor panel, and the second reinforcing steel bar and the third reinforcing steel bar increase the structural strength. The bearing capacity of the fixed concrete plate is improved, and the whole is reinforced through the fixed concrete plate and the reinforcing assembly.

Description

Technical Field

[0001] The utility model belongs to the technical field of building material reinforcement devices, and particularly relates to a structure for reinforcing an integral insulation board on a floor without removing formwork and a cast-in-place floor Background Technique

[0002] The integral insulation board on a floor without removing formwork is a new type of building material, which organically combines insulation materials and formwork to form an integral insulation building material with strong integrity, simple construction, environmental protection and energy saving. When the integral insulation board on a floor without removing formwork is installed on a cast-in-place floor, the bonding method is generally adopted, and it is bonded through materials such as polymer mortar, and finally reinforced by anchor fittings

[0003] In the installation of the above-mentioned integral insulation board on a floor without removing formwork, the installation method is simple, but its bearing capacity is limited, and there is a risk of cracking and falling off after long-term use; when the integral insulation board on a floor without removing formwork is installed, there is a problem that there is no reinforcement design to increase the bearing capacity. Therefore, this application proposes a structure for reinforcing an integral insulation board on a floor without removing formwork and a cast-in-place floor Content of the Utility Model

[0004] The purpose of the utility model is to provide a structure for reinforcing an integral insulation board on a floor without removing formwork and a cast-in-place floor, so as to solve the problem that there is no reinforcement design to increase the bearing capacity when the integral insulation board on a floor without removing formwork is installed in the above-mentioned background technique

[0005] To achieve the above purpose, the utility model provides the following technical solution: A structure for reinforcing an integral insulation board on a floor without removing formwork and a cast-in-place floor, including

[0006] A limiting component installed on the cast-in-place floor slab, including a pile block member poured on the integral insulation panel without removing formwork of the cast-in-place floor slab and a fixed concrete slab installed outside the pile block member. The pile block member includes a third reinforcing bar implanted into the cast-in-place floor slab and a concrete limiting block poured outside the exposed end of the third reinforcing bar. An installation groove is provided on the surface of the fixed concrete slab, and a reinforcing component is installed on the fixed concrete slab

[0007] A reinforcing frame for reinforcing the integral insulation panel without removing formwork, including a second frame profile and a first frame profile installed outside the integral insulation panel without removing formwork, a first reinforcing bar penetrating through the integral insulation panel without removing formwork and a connecting steel column

[0008] A connecting component, including a reinforced concrete slab that fits the surface of the integral insulation panel without removing formwork and a convex platform integrally formed with the reinforced concrete slab. A first through hole is provided on the inclined surface of the convex platform facing away from each other

[0009] Preferably, the opposing and parallel first frame profiles and the opposing and parallel second frame profiles form a frame, and the first reinforcing bar penetrates through the second frame profile.

[0010] Preferably, one end of the connecting steel column is provided with an integral threaded column. The surface of the formwork-free thermal insulation integrated panel and the reinforced concrete slab is provided with a first round hole for the connecting steel column to penetrate through, and the second frame profile is provided with a threaded hole that matches the threaded column.

[0011] Preferably, the boss is a three-dimensional structure in the shape of an isosceles trapezoid.

[0012] Preferably, the reinforced concrete slab and the fixed concrete slab have the same thickness. The boss and the installation groove are in clearance fit, and the surface of the fixed concrete slab opposite to each other is provided with a second round hole.

[0013] Preferably, the reinforcement assembly includes a fixing plate that penetrates through the second round hole, a second reinforcing bar perpendicular to the fixing plate, and a fixing bolt that penetrates through the end of the fixing plate.

[0014] Preferably, the second reinforcing bar and the first through hole are in clearance fit. The fixed concrete slab is provided with a reinforcing threaded hole that matches the fixing bolt, and the corner positions of the fixed concrete slab are penetrated by reinforcing bolts.

[0015] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0016] In the present utility model, when installing the formwork-free floor thermal insulation integrated board, there is a reinforcement design for increasing the bearing capacity. The reinforcement frame reinforces the formwork-free thermal insulation integrated panel. The formwork-free thermal insulation integrated panel and the reinforced concrete slab are combined into a whole. The fixed concrete slab is fixed on the cast-in-place floor slab. The second reinforcing bar and the third reinforcing bar increase the structural strength and improve the bearing capacity of the fixed concrete slab. The fixed concrete slab and the reinforcement assembly reinforce the above-mentioned whole. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 is a schematic structural diagram of the present utility model;

[0018] Figure 2 is a partial internal structural schematic diagram of the formwork-free thermal insulation integrated panel of the present utility model;

[0019] Figure 3 is of the present utility model Figure 2 the main view structural schematic diagram of the reinforcement frame in;

[0020] Figure 4 is a side view structural schematic diagram of the reinforced concrete slab of the present utility model;

[0021] Figure 5 is a side view structural schematic diagram of the fixed concrete slab of the present utility model;

[0022] Figure 6 For the Figure 3 side view structural schematic diagram of connecting the steel column in this utility model;

[0023] In the figure: 1, cast-in-place floor slab; 2, non-removable thermal insulation integrated panel; 3, reinforcement frame; 4, reinforced concrete slab; 5, fixed concrete slab; 6, reinforcement component; 31, first frame profile; 32, second frame profile; 33, first reinforcing bar; 41, convex platform; 51, installation groove; 52, reinforcement bolt; 61, fixing plate; 62, second reinforcing bar; 63, fixing bolt; 71, concrete limiting block; 72, third reinforcing bar; 321, connecting steel column; 411, first through hole. Specific implementation manners

[0024] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments in the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model. Embodiment

[0025] Please refer to Figures 1 to 6, the present utility model provides a technical solution: a non-dismantling formwork floor insulation integrated board and a cast-in-place floor reinforcement structure, including a limiting component installed on the cast-in-place floor slab 1, including a pile block component cast on the non-dismantling insulation integrated panel 2 of the cast-in-place floor slab 1, and a fixed concrete slab 5 installed outside the pile block component. The pile block component includes a third reinforcing bar 72 implanted inside the cast-in-place floor slab 1 and a concrete limiting block 71 cast on the outside of the exposed end of the third reinforcing bar 72. The third reinforcing bar 72 is embedded in the cast-in-place floor slab 1, and the concrete limiting block 71 is solidified by concrete on the outside of the third reinforcing bar 72. The pile block component can be integrally formed when the cast-in-place floor slab 1 is cast. The pile block component plays a limiting role, making the installation of the fixed concrete slab 5 accurate and stable. An installation groove 51 is provided on the surface of the fixed concrete slab 5, and the convex platform 41 is embedded in the installation groove 51, making the installation of the reinforced concrete slab 4 accurate and stable. A reinforcement component 6 is installed on the fixed concrete slab 5, and the reinforcement component 6 plays a role in reinforcing the convex platform 41 and the fixed concrete slab 5; a reinforcement frame 3 for reinforcing the non-dismantling insulation integrated panel 2, including a second frame profile 32 and a first frame profile 31 installed outside the non-dismantling insulation integrated panel 2, a first reinforcing bar 33 passing through the non-dismantling insulation integrated panel 2, and a connecting steel column 321. The reinforcement frame 3 is combined on the non-dismantling insulation integrated panel 2. The first reinforcing bar 33 strengthens the inside of the non-dismantling insulation integrated panel 2, and the second frame profile 32 and the first frame profile 31 strengthen the outside of the non-dismantling insulation integrated panel 2. The connecting steel column 321 connects the reinforced concrete slab 4 and the non-dismantling insulation integrated panel 2; a connecting component, including a reinforced concrete slab 4 that fits the surface of the non-dismantling insulation integrated panel 2 and a convex platform 41 integrally cast with the reinforced concrete slab 4. A first through hole 411 is provided on the inclined surface of the convex platform 41 facing away from each other. The convex platform 41 is embedded inside the fixed concrete slab 5. The reinforcement component 6 assembles the reinforced concrete slab 4 and the fixed concrete slab 5, and thus the non-dismantling insulation integrated panel 2 is conveniently installed.

[0026] In this embodiment, the opposing and parallel first frame profiles 31 and the opposing and parallel second frame profiles 32 form a frame. The first reinforcing bar 33 passes through the second frame profile 32. The first reinforcing bar 33 strengthens the inside of the non-dismantling insulation integrated panel 2, and the second frame profile 32 and the first frame profile 31 strengthen the outside of the non-dismantling insulation integrated panel 2.

[0027] In this embodiment, a threaded column is integrally provided at one end of the connecting steel column 321. The threaded column is combined and connected with the second frame profile 32. First round holes for the connecting steel column 321 to pass through are provided on the surfaces of the non-dismantling insulation integrated panel 2 and the reinforced concrete slab 4. A threaded hole matching the threaded column is provided on the second frame profile 32. The connecting steel column 321 connects the reinforced concrete slab 4 and the non-dismantling insulation integrated panel 2.

[0028] In this embodiment, the boss 41 is a three-dimensional structure in the shape of an isosceles trapezoid. The thickness of the reinforced concrete slab 4 is the same as that of the fixed concrete slab 5. The boss 41 is in clearance fit with the installation groove 51. Second round holes are provided on the opposite surfaces of the fixed concrete slab 5, which is conducive to the installation of the reinforcement assembly 6.

[0029] In this embodiment, the reinforcement assembly 6 includes a fixing plate 61 penetrating through the second round hole, a second reinforcing bar 62 perpendicular to the fixing plate 61, and a fixing bolt 63 penetrating through the end of the fixing plate 61. The second reinforcing bar 62 is in clearance fit with the first through hole 411. The second reinforcing bar 62 penetrates through the boss 41 to limit the boss 41. Reinforcing screw holes are provided on the fixed concrete slab 5 for cooperating with the fixing bolt 63. Reinforcing bolts 52 penetrate through the corner positions of the fixed concrete slab 5 to reinforce the fixed concrete slab 5.

[0030] The working principle and usage process of the present utility model are as follows:

[0031] When the non-removable insulation integrated panel 2 is installed on the cast-in-place floor slab 1, the second frame profile 32 and the first frame profile 31 reinforce the outside of the non-removable insulation integrated panel 2, and the first reinforcing bar 33 reinforces the inside of the non-removable insulation integrated panel 2, completing the reinforcement of the non-removable insulation integrated panel 2.

[0032] The connecting steel column 321 penetrates through one end of the reinforced concrete slab 4 and the non-removable insulation integrated panel 2 and is combined with the second frame profile 32. The connecting steel column 321 connects the reinforced concrete slab 4 and the non-removable insulation integrated panel 2.

[0033] When the cast-in-place floor slab 1 is poured, integral formed pile blocks are formed. The pile blocks play a limiting role, enabling the fixed concrete slab 5 to be accurately installed outside the concrete limiting block 71.

[0034] The boss 41 on the reinforced concrete slab 4 is embedded into the installation groove 51 on the surface of the fixed concrete slab 5, and the boss 41 is supported and limited, enabling the reinforced concrete slab 4 to be accurately and stably installed.

[0035] The second reinforcing bar 62 penetrates through the boss 41 to limit the boss 41. The fixing bolt 63 reinforces the fixing plate 61, enabling the fixing plate 61 and the second reinforcing bar 62 to remain stable.

[0036] To sum up: When the non-removable formwork floor insulation integrated board is installed, there is a reinforcement design for increasing the bearing capacity. The reinforcement frame 3 reinforces the non-removable insulation integrated panel 2. The non-removable insulation integrated panel 2 and the reinforced concrete slab 4 are combined into a whole. The fixed concrete slab 5 is fixed on the cast-in-place floor slab 1. The second reinforcing bar 62 and the third reinforcing bar 72 increase the structural strength and improve the bearing capacity of the fixed concrete slab 5. The fixed concrete slab 5 and the reinforcement assembly 6 reinforce the above-mentioned whole.

[0037] Although embodiments of the present utility model have been shown and described (see the above detailed description), those of ordinary skill in the art will understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present utility model. The scope of the present utility model is defined by the appended claims and their equivalents.

Claims

1. An integral insulation board for floor without formwork removal and cast-in-place floor reinforcement structure, characterized in that: Comprising A limiting component installed on the cast-in-place floor slab (1), including a pile block cast on the non-removable insulation integrated panel (2) of the cast-in-place floor slab (1), and a fixed concrete slab (5) installed on the outer side of the pile block. The pile block includes a third reinforcing bar (72) implanted inside the cast-in-place floor slab (1), and a concrete limiting block (71) cast on the outer side of the exposed end of the third reinforcing bar (72). An installation groove (51) is provided on the surface of the fixed concrete slab (5), and a reinforcement component (6) is installed on the fixed concrete slab (5). A reinforcement frame (3) for reinforcing the non-removable insulation integrated panel (2), including a second frame profile (32) and a first frame profile (31) installed on the outer side of the non-removable insulation integrated panel (2), a first reinforcing bar (33) passing through the non-removable insulation integrated panel (2), and a connecting steel column (321). A connecting component, including a reinforced concrete slab (4) conforming to the surface of the non-removable insulation integrated panel (2), and a convex platform (41) integrally cast with the reinforced concrete slab (4). A first through hole (411) is provided on the inclined surface of the convex platform (41) facing away from each other.

2. The integral heat insulation board for floor slab without form removal and the cast-in-place floor slab reinforcement structure according to claim 1, characterized in that: The opposing and parallel first frame profiles (31) and the opposing and parallel second frame profiles (32) form a frame, and the first reinforcing bar (33) passes through the second frame profile (32).

3. The integral thermal insulation board for floor slab without form removal and the cast-in-place floor slab reinforcement structure according to claim 1, characterized in that: One end of the connecting steel column (321) is provided with an integral threaded column. First round holes for the connecting steel column (321) to pass through are provided on the surfaces of the non-removable insulation integrated panel (2) and the reinforced concrete slab (4), and threaded holes matching the threaded column are provided on the second frame profile (32).

4. The integral heat-insulating slab for floor and cast-in-place floor reinforcement structure without disassembling formwork according to claim 1, characterized in that: The convex platform (41) is a three-dimensional structure in the shape of an isosceles trapezoid.

5. The integral thermal insulation board for floor without form removal and the cast-in-place floor reinforcement structure according to claim 1, characterized in that: The reinforced concrete slab (4) has the same thickness as the fixed concrete slab (5). The convex platform (41) is in clearance fit with the installation groove (51), and second round holes are provided on the surface of the fixed concrete slab (5) facing away from each other.

6. The integral insulation slab for floor without formwork removal and cast-in-place floor reinforcement structure according to claim 5, characterized in that: The reinforcement component (6) includes a fixing plate (61) passing through the second round hole, a second reinforcing bar (62) perpendicular to the fixing plate (61), and a fixing bolt (63) passing through the end of the fixing plate (61).

7. The integrated insulation board for floor and cast-in-place floor reinforcement structure without disassembling formwork according to claim 6, characterized in that: The second reinforcing bar (62) is in clearance fit with the first through hole (411). Reinforcing threaded holes matching the fixing bolt (63) are provided on the fixed concrete slab (5), and reinforcing bolts (52) penetrate through the corner positions of the fixed concrete slab (5).

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