Thermal insulation integrated plate, thermal insulation floor slab and construction method of floor slab

By adopting the thermal insulation integrated panel and using the structure of its inner core and outer mortar layer, it is directly bonded to concrete, which solves the problem of increased construction time and workload of secondary construction in traditional construction methods, achieving more efficient construction and better insulation effect.

CN119641017APending Publication Date: 2025-03-18CHINA RAILWAY GUANGZHOU ENG GRP CO LTD +1
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202411870279.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-18
Publication Date
2025-03-18

Smart Images

  • Figure CN119641017A_ABST
    Figure CN119641017A_ABST
Patent Text Reader

Abstract

The invention relates to a heat preservation integrated plate, a heat preservation floor slab and a construction method of the floor slab, and relates to the field of heat preservation floor slab construction.The heat preservation integrated plate comprises an inner core, the inner core comprises a plurality of polystyrene plates, the plate faces of the polystyrene plates are perpendicular to the first direction X, and the polystyrene plates are distributed in the second direction Y at intervals; a pouring gap is formed between every two adjacent polystyrene boards in the second direction Y and filled with an embedded mortar layer. The heat preservation integrated plate further comprises an outer mortar wrapping layer, and the periphery of the inner core is wrapped with the outer mortar wrapping layer. The method has the effect of reducing the workload on the construction site.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The present application relates to the field of thermal insulation floor slab construction, and in particular to a thermal insulation integrated board and a thermal insulation wall construction method. Background Art

[0002] In construction, in order to improve the thermal insulation performance of the building, it is usually necessary to add an insulation layer at the boundary between the heated and non-heated rooms to isolate the heat transfer between the two rooms through the insulation layer, ensure that the heated room maintains a higher temperature, and ensure that the non-heated room maintains the handover temperature.

[0003] At present, the traditional insulation layer construction method is to stick a layer of insulation board on the bottom of the structural floor after the construction is completed. This method requires secondary construction. During the secondary construction, the insulation board needs to be fixed to the structural floor. The insulation board needs to be fixed after the structural floor is completely solidified. This not only increases the construction time at the construction site, but also increases the workload at the construction site.

[0004] Therefore, how to reduce the construction time at the construction site and reduce the workload at the construction site are issues that need to be urgently addressed. Summary of the invention

[0005] In order to reduce the workload at the construction site, the present application provides a thermal insulation integrated panel and a thermal insulation floor slab and a construction method of the floor slab.

[0006] In the first aspect, the present application provides a thermal insulation integrated panel, which adopts the following technical solution: A thermal insulation integrated board, comprising: An inner core, wherein the inner core comprises a plurality of polystyrene boards, the board surfaces of the polystyrene boards are perpendicular to the first direction X, the plurality of polystyrene boards are spaced apart along the second direction Y, a casting gap is formed between two adjacent polystyrene boards in the second direction Y, and the casting gap is filled with an embedded mortar layer; It also includes an outer mortar layer, and the outer periphery of the inner core is coated with the outer mortar layer.

[0007] By adopting the above technical scheme, the polystyrene board can play a thermal insulation effect. Since the polystyrene board is coated with an outer mortar layer, concrete can be poured directly on the outer mortar layer, and the concrete can be firmly bonded to the outer mortar layer to form a floor slab, that is, the thermal insulation integrated board can be used directly as the bottom supporting formwork. After the thermal insulation integrated board is bonded and fixed to the poured concrete, there is no need to remove it, that is, there is no need to perform demolding operations. Therefore, the construction time at the construction site can be reduced.

[0008] Optionally, it also includes steel bars embedded in the embedded mortar layer, and the steel bars are arranged parallel to the third direction Z.

[0009] By adopting the above technical solution and embedding steel bars in the inner cavity mortar layer, the overall mechanical properties of the thermal insulation integrated panel can be improved.

[0010] Optionally, a glass fiber mesh is embedded in the outer mortar layer, and each surface of the inner core is parallel to the glass fiber mesh outside the surface.

[0011] By adopting the above technical solution, the fiberglass mesh can effectively prevent the outer mortar layer from cracking and can improve the mechanical properties of the thermal insulation integrated board.

[0012] Optionally, the glass fiber mesh is provided with two layers.

[0013] By adopting the above technical solution, the outer mortar layer can be further prevented from cracking.

[0014] Optionally, a reinforcement component is also included, and the reinforcement component includes: A first reinforcement ring, wherein the first reinforcement ring is embedded in the inner core and sleeved on the steel bar; a first reinforcement sleeve, wherein one end of the first reinforcement sleeve is fixedly connected to the first reinforcement ring, and the other end of the first reinforcement sleeve extends through the inner core and the outer mortar layer to be flush with the board surface of the outer mortar layer; the board surface of the outer mortar layer that is flush with the first reinforcement sleeve is the first board surface, and the other board surface is the second board surface; and A telescopic rod, one end of which is detachably connected to the first reinforcement sleeve.

[0015] By adopting the above technical solution, concrete is poured onto the first board surface wrapped with the mortar layer, and the telescopic rod will be buried in the concrete, so that an anchoring state is formed between the telescopic rod and the solidified concrete. The adjustable length feature of the telescopic rod can adjust the telescopic rod to the required length to adapt to different anchoring depths, thereby improving the firmness of the connection between the thermal insulation integrated board and the post-cast concrete.

[0016] Optionally, a collusion component is also included, and the collusion component includes: A rotating seat, the rotating seat being fixedly connected to an end of the telescopic rod away from the steel bar; Two connecting rods, the two connecting rods are cross-arranged in an X shape, and the intersection of the two connecting rods is rotatably connected to the rotating seat, and the connecting rods are perpendicular to the first direction X along the rotation axis of the rotating seat; and A tension spring is located at one end of the intersection of the two connecting rods away from the steel bars, and both ends of the tension spring are respectively fixedly connected to one of the connecting rods.

[0017] By adopting the above technical solution, the hooking assembly can be installed on part or all of the telescopic rods according to actual needs. The cross-arranged connecting rods can generate greater anchoring force between the post-poured concrete to further improve the firmness of the connection between the thermal insulation integrated panel and the post-poured concrete.

[0018] Optionally, the end of the connecting rod forms an outer flange toward the side away from the reference line, and the outer periphery of the outer flange is arc-shaped; the reference line is perpendicular to the plate surface of the inner core, and the reference line forms a cross state at the intersection of the two connecting rods.

[0019] By adopting the above technical solution, before pouring concrete on the thermal insulation integrated board, a steel cage can be placed on the thermal insulation integrated board first, and then the connecting rod can be rotated to the outer edge to hook it to the steel cage, so that the thermal insulation integrated board is connected to the steel cage through the hooking component. After the subsequent pouring of concrete, the firmness of the connection between the thermal insulation integrated board and the post-cast concrete layer can be improved.

[0020] Optionally, a mounting assembly is further included, and the mounting assembly includes: a second reinforcement ring, wherein the second reinforcement ring is embedded in the inner core and sleeved on the steel bar; and A second reinforcement sleeve, one end of which is fixedly connected to the second reinforcement ring, and the other end of which extends to be flush with the second plate surface of the inner core; A hook, the hook being detachably connected to the second reinforcement sleeve; The first reinforcement ring and the second reinforcement ring form a separation gap in a direction parallel to the steel bar.

[0021] By adopting the above technical solution, after the thermal insulation integrated board and the post-cast concrete form a floor slab, the hook can be installed on the second reinforcement sleeve, and the hook can be used to hang subsequent structures such as air ducts; because the hanging assembly is installed on the steel bar, and the steel bar can be connected to the steel cage in the post-cast concrete through the hook assembly, it forms an integrated bearing structure, providing a more solid installation foundation for the subsequent installation of the air duct. In addition, since there is a gap between the first reinforcement ring and the second reinforcement ring, it can avoid the thermal insulation integrated board from forming a through hole in the first direction X, so as to ensure the thermal insulation effect of the thermal insulation integrated board.

[0022] In a second aspect, the present application provides a thermal insulation floor slab, which adopts the following technical solution: An insulation floor slab, comprising the aforementioned insulation integrated slab, and further comprising a concrete layer and a steel mesh; In the first direction X, the concrete layer is sandwiched between two layers of the thermal insulation integrated panels; The steel mesh is buried in the concrete layer.

[0023] By adopting the above technical solution, concrete is cast between two layers of thermal insulation integrated panels, so that the outer mortar layer of the outer layer of the thermal insulation integrated panel can be better bonded with the concrete. At the same time, the thermal insulation integrated panel can be used as a template. After the concrete is removed, there is no need to install the thermal insulation panel later, which shortens the construction period at the construction site.

[0024] In a third aspect, the present application provides a floor construction method using the following technical solution: A thermal insulation floor construction method comprises the following steps: S1: Build the formwork support frame; S2: Laying a layer of thermal insulation integrated board at the bottom layer on the formwork support frame, and arranging a circle of thermal insulation integrated boards placed vertically around the thermal insulation integrated board to form a concrete casting mold cavity, and the second board surface is located on a side of the thermal insulation integrated board away from the concrete casting mold cavity; S3: pouring concrete into the concrete pouring mold cavity; S4: Laying an upper layer of thermal insulation integrated board on the concrete in the concrete casting mold cavity; S5: Cure the concrete and remove the formwork support frame after the concrete has finally set.

[0025] By adopting the above technical solution, the formwork is replaced by the thermal insulation integrated board. After the concrete is removed, there is no need to remove the formwork or install the thermal insulation board, which shortens the construction period at the construction site.

[0026] In summary, the present application includes at least one of the following beneficial technical effects: 1. This application uses the thermal insulation integrated board directly as the bottom support formwork. After the thermal insulation integrated board is bonded and fixed to the poured concrete, it does not need to be removed, that is, there is no need to perform formwork removal operations, thus reducing the construction time at the construction site; 2. The fastening components can improve the firmness between the thermal insulation integrated board and the post-cast concrete; 3. The subsequent installation of air ducts is facilitated by the hanging assembly, and because the gravity of the air duct is borne jointly by the hanging assembly, steel bars, hooking assembly and steel cage, there is no need to drill additional holes in the floor slab when hoisting the air duct subsequently, thus ensuring the thermal insulation effect of the floor slab. The bearing foundation formed by multiple structures can provide a solid installation foundation for the air duct. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a structural schematic diagram of the thermal insulation integrated panel of the present application; Figure 2 It is a cross-sectional view of the thermal insulation integrated panel of the present application; Figure 3 It is a schematic diagram of the structure of the glass fiber mesh in the thermal insulation integrated board of the present application; Figure 4It is a structural schematic diagram of the connecting components in the thermal insulation integrated panel of the present application; Figure 5 It is a cross-sectional view of the inner core of the thermal insulation integrated panel of the present application and a structural schematic diagram of the coupled components; Figure 6 It is a structural schematic diagram of the hooking components and the hanging components in the thermal insulation integrated panel of the present application; Figure 7 It is a schematic diagram of the structure of the thermal insulation floor in the embodiment of the present application.

[0028] Explanation of the reference numerals: 1. inner core; 11. polystyrene board; 12. casting gap; 13. embedded mortar layer; 13. steel bar; 2. outer mortar layer; 21. fiberglass mesh; 22. first board surface; 23. second board surface; 3. reinforcement assembly; 31. first reinforcement ring; 32. first reinforcement sleeve; 33. telescopic rod; 331. first straight rod; 332. second straight rod; 4. hook assembly; 41. rotating seat; 42. connecting rod; 421. outer flange; 43. tension spring; 44. reference line; 5. hanging assembly; 51. second reinforcement ring; 52. second reinforcement sleeve; 53. hook; 6. steel cage. DETAILED DESCRIPTION

[0029] The following is combined with Figure 1-7 The present application is further described in detail. For the convenience of description, the present application introduces directional words such as a first direction X, a second direction Y, and a third direction Z to form a three-dimensional reference direction. The directional words used, such as "a first direction X, a second direction Y, and a third direction Z", can be specifically shown with reference to the figure, wherein X represents the first direction X, Y represents the second direction Y, and Z represents the third direction Z, and the first direction X, the second direction Y, and the third direction Z are perpendicular to each other.

[0030] The present application embodiment discloses a thermal insulation integrated board. Figure 1 and Figure 2 The thermal insulation integrated board comprises a plate-shaped inner core 1 and an outer mortar layer 2 coated on the outer wall of the inner core 1, that is, the outer wall of the inner core 1 is fixedly bonded with the outer mortar layer 2; The inner core 1 includes a plurality of polystyrene boards 11, the board surface of the polystyrene boards 11 is perpendicular to the first direction X, the plurality of polystyrene boards 11 are spaced apart in the second direction Y, and a casting gap 12 is formed between two adjacent polystyrene boards 11 in the second direction Y, and the casting gap 12 is filled with an embedded mortar layer 13, that is, concrete mortar is filled between two adjacent polystyrene boards 11 distributed along the second direction Y, and the plurality of polystyrene boards 11 are coated between the embedded mortar layer 13 and the outer mortar layer 2.

[0031] Reference Figure 1 , Figure 2 and Figure 3In order to improve the mechanical properties of the thermal insulation integrated board, in some embodiments of the present application, a glass fiber mesh 21 is embedded in the outer mortar layer 2, and each surface of the inner core 1 is parallel to the glass fiber mesh 21 located outside the surface. In order to further improve the firmness, two layers of glass fiber mesh 21 are embedded in the mortar on each surface of the inner core 1 in the present disclosure; In other embodiments of the present application, steel bars 13 are embedded in the embedded mortar layer 13 , and the steel bars 13 are arranged parallel to the third direction Z. In the second direction Y, the steel bars 13 are located between two polystyrene boards 11 to improve the overall mechanical properties of the inner core 1 .

[0032] Reference Figure 4 , Figure 5 and Figure 6 During operation, a concrete casting mold cavity can be built with multiple inner cores 1 covered with an outer mortar layer 2, and a steel cage can be placed in the concrete casting mold cavity, and then concrete can be poured into the concrete casting mold cavity. After the concrete solidifies, the concrete will be bonded to the inner core 1 as a whole to form a floor slab; in order to improve the overall mechanical properties of the floor slab, in some embodiments of the present application, a reinforcement component 3 is also included, and the reinforcement component 3 includes a first reinforcement ring 31, a first reinforcement sleeve 32 and an adjustable fixed-length telescopic rod 33, and the material of each component in the reinforcement component 3 is all steel; The first reinforcement ring 31 is sleeved on the steel bar 13, the first reinforcement sleeve 32 is fixedly connected to the first reinforcement ring 31, and one end of the first reinforcement sleeve 32 passes through the inner core 1 and the outer mortar layer 2 and extends to be flush with the board surface of the outer mortar layer 2, the first reinforcement sleeve 32 is parallel to the first direction X, the board surface of the outer mortar layer 2 and the end of the first reinforcement sleeve 32 that is flush with the steel bar 13 is the first board surface 22, and the other board surface is the second board surface 23, and the inner circumferential wall of the first reinforcement sleeve 32 is provided with an internal thread; the telescopic rod 33 is parallel to the first direction X, and one end of the telescopic rod 33 is detachably connected to the inner circumferential wall of the first reinforcement sleeve 32 in a threaded connection manner; The telescopic rod 33 in the present application includes a first straight rod 331 and a second straight rod 332 that are threadedly connected to each other. Specifically, the first straight rod 331 is fixedly connected to the first reinforcement ring 31, and the second straight rod 332 is threadedly connected to one end of the first straight rod 331 away from the first reinforcement ring 31.

[0033] Reference Figure 5 and Figure 6In order to further improve the firmness of the floor slab, in some embodiments of the present application, a hooking assembly 4 may also be included, the hooking assembly 4 includes a rotating seat 41, two connecting rods 42 and a tension spring 43 connected between the two connecting rods 42, the rotating seat 41 is fixedly connected to the end of the telescopic rod 33 away from the steel bar 13; the middle part of the connecting rod 42 is rotatably connected to the rotating seat 41, the connecting rod 42 is perpendicular to the first direction X along the rotation axis of the rotating seat 41, and the two connecting rods 42 are cross-arranged in the middle to form an X shape; the tension spring 43 is located at the end of the rotating seat 41 away from the telescopic rod 33, and the two ends of the tension spring 43 are respectively connected to a connecting rod 42; for the convenience of description, the second straight rod 332 along the rotation axis of the first straight rod 331 is named as a reference line 44, the extension line of the reference line 44 intersects with the hinge axis of the connecting rod 42 along the rotating seat 41, and each end of the connecting rod 42 is turned outward 421 toward the side away from the reference line, and the outer circumference of the outer turning edge 421 is arc-shaped.

[0034] Reference Figure 5 and Figure 6 In some embodiments of the present application, a hanging component 5 is also included, and the hanging component 5 includes a second reinforcement ring 51, a second reinforcement sleeve 52 and a hook 53; the second reinforcement ring 51 is buried in the embedded mortar layer 13 and is sleeved on the steel bar 13, and the second reinforcement sleeve 52 is parallel to the first direction X, and one end of the second reinforcement sleeve 52 is sleeved and fixedly connected to the second reinforcement ring 51, and the other end extends to be flush with the second plate surface 23, and one end of the hook 53 is threadedly connected to the second reinforcement sleeve 52 so that the hook 53 and the second reinforcement sleeve 52 are detachably connected; because air ducts, wire pipes and other pipeline structures are usually hoisted under the floor slab, in the present application, if it is necessary to hoist air ducts, wire pipes and other pipeline structures later, it is only necessary to install the hook on the second reinforcement sleeve 52, and then, the air ducts, wire pipes and other pipeline structures can be hoisted on the hook 53, which can facilitate the subsequent pipeline hoisting operations. In the rod length direction of the steel bar 13 , a plurality of first reinforcement rings 31 and second reinforcement rings 51 are alternately arranged, and avoidance gaps are formed between adjacent first reinforcement rings 31 and second reinforcement rings 51 .

[0035] When manufacturing the thermal insulation integrated panel, first prepare the mold, then overlap the steel bar 13 to the inner cavity of the mold through the second reinforcement sleeve 52, and place the polystyrene board 11 in the inner cavity of the mold, and the steel bar 13 needs to be clamped between the two polystyrene boards 11; then, pour mortar into the inner cavity of the mold to fill the mortar between the two polystyrene boards 11 and the outer periphery of the polystyrene board 11 to form an embedded mortar layer 13 and an outer mortar layer 2. After the mortar solidifies, the mold is removed to form an thermal insulation integrated panel; during the manufacturing process, whether to add the first reinforcement ring 31 and the first reinforcement sleeve 32 can be selected according to actual needs. If they need to be added, the first reinforcement ring 31 only needs to be installed on the steel bar 13 before pouring the mortar.

[0036] The present application also discloses a thermal insulation floor. Figure 7 The thermal insulation floor slab includes the aforementioned thermal insulation integrated panels, as well as a concrete layer and a steel cage 6; the two thermal insulation integrated panels are spaced apart in the first direction X, and a concrete layer is filled between the two thermal insulation integrated panels, the steel cage 6 is buried in the concrete layer, and the outer flange 421 at the end of the connecting rod 42 is hung on the steel cage 6; since a concrete layer is sandwiched between the two thermal insulation integrated panels, the thermal insulation integrated panels can replace the previous formwork, and the thermal insulation integrated panels can directly form a floor slab with the post-poured concrete, without the need to remove the formwork or install new thermal insulation panels, which can effectively shorten the construction period at the construction site.

[0037] The present application also discloses a method for constructing a thermal insulation floor. The method for constructing a thermal insulation floor comprises the following steps: S1: Build the formwork support frame; S2: a layer of thermal insulation integrated board is laid on the template support frame, and a circle of thermal insulation integrated board is arranged vertically around the thermal insulation integrated board to form a concrete casting mold cavity, and the second board surface 23 is located on the side of the thermal insulation integrated board away from the concrete casting mold cavity; after the concrete casting mold cavity is formed, the steel cage 6 is placed in the concrete casting mold cavity, and after the steel cage 6 is lowered, the connecting rod 42 is pulled toward the side away from the reference line 44 until the outer flange 421 is hung on the steel cage 6, and the setting of the tension spring 43 can prevent the outer flange 421 from detaching from the steel cage 6; S3: pouring concrete into the concrete pouring mold cavity; S4: Laying the upper thermal insulation integrated plate on the concrete in the concrete casting mold cavity; since the outer periphery of the outer flange 421 of the connecting rod 42 is arc-shaped, if the two connecting rods 42 are not manually pulled in S2, the connecting rod 42 can be pressed down by the thermal insulation integrated plate on the upper layer to change the angle between the two connecting rods 42, which can simplify the construction process, does not require the operator to press the connecting rod additionally, and can improve the efficiency of the operation to a certain extent; S5: Cure the concrete and remove the formwork support frame after the concrete has finally set.

[0038] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A thermal insulation integrated panel, characterized in that: include: An inner core (1), the inner core (1) comprising a plurality of polystyrene boards (11), the board surfaces of the polystyrene boards (11) being perpendicular to a first direction X, the plurality of polystyrene boards (11) being spaced apart along a second direction Y, a casting gap (12) being formed between two adjacent polystyrene boards (11) in the second direction Y, the casting gap (12) being filled with an embedded mortar layer (13); It also comprises an outer mortar layer (2), and the outer periphery of the inner core (1) is coated with the outer mortar layer (2).

2. The thermal insulation integrated panel according to claim 1, characterized in that: It also includes steel bars (13) embedded in the embedded mortar layer (13), wherein the steel bars (13) are arranged parallel to the third direction Z.

3. The thermal insulation integrated panel according to claim 2, characterized in that: A glass fiber mesh (21) is embedded in the outer mortar layer (2), and each surface of the inner core (1) is parallel to the glass fiber mesh (21) located outside the surface.

4. The thermal insulation integrated panel according to claim 3, characterized in that: The glass fiber mesh (21) is provided with two layers.

5. The thermal insulation integrated panel according to claim 4, characterized in that: It also includes a reinforcement component (3), wherein the reinforcement component (3) includes: A first reinforcement ring (31), wherein the first reinforcement ring (31) is embedded in the inner core (1) and sleeved on the steel bar (13); a first reinforcement sleeve (32), one end of the first reinforcement sleeve (32) being fixedly connected to the first reinforcement ring (31), and the other end of the first reinforcement sleeve (32) passing through the inner core (1) and the outer mortar layer (2) and extending to be flush with the board surface of the outer mortar layer (2); the board surface of the outer mortar layer (2) being flush with the first reinforcement sleeve (32) is the first board surface (22), and the other board surface is the second board surface (23); and A telescopic rod (33), one end of which is detachably connected to the first reinforcement sleeve (32).

6. The thermal insulation integrated panel according to claim 5, characterized in that: Also included is a collusion component (4), the collusion component (4) comprising: a rotating seat (41), the rotating seat (41) being fixedly connected to an end of the telescopic rod (33) away from the steel bar (13); and Two connecting rods (42) are cross-arranged in an X shape, and the intersection of the two connecting rods (42) is rotatably connected to the rotating seat (41), and the connecting rod (42) is perpendicular to the first direction X along the rotating axis of the rotating seat (41).

7. The thermal insulation integrated panel according to claim 6, characterized in that: The end of the connecting rod (42) forms an outer flange (421) toward the side away from the reference line (44), and the outer periphery of the outer flange (421) is arc-shaped; the reference line (44) is perpendicular to the plate surface of the inner core (1), and the intersection of the reference line (44) and the two connecting rods (42) forms a cross state.

8. The thermal insulation integrated panel according to claim 6, characterized in that: It also includes a hanging assembly (5), and the hanging assembly (5) includes: A second reinforcement ring (51), wherein the second reinforcement ring (51) is embedded in the inner core (1) and sleeved on the steel bar (13); a second reinforcement sleeve (52), one end of the second reinforcement sleeve (52) being fixedly connected to the second reinforcement ring (51), and the other end of the second reinforcement sleeve (52) extending to be flush with the second plate surface (23) of the inner core (1); and A hook (53), wherein the hook (53) is detachably connected to the second reinforcement sleeve (52); The first reinforcement ring (31) and the second reinforcement ring (51) form a separation gap in a direction parallel to the steel bar (13).

9. A thermal insulation floor, characterized in that: The thermal insulation integrated panel comprises the thermal insulation integrated panel according to any one of claims 1 to 8, and further comprises a concrete layer and a steel cage (6); In the first direction X, the concrete layer is sandwiched between two layers of the thermal insulation integrated panels; The steel cage (6) is buried in the concrete layer.

10. A construction method for the thermal insulation floor slab according to claim 9, characterized in that: The steps include: S1: Build the formwork support frame; S2: laying a layer of thermal insulation integrated board at the bottom layer on the formwork support frame, and arranging a circle of thermal insulation integrated boards placed vertically around the thermal insulation integrated board to form a concrete casting mold cavity, wherein the second board surface (23) is located on a side of the thermal insulation integrated board away from the concrete casting mold cavity; S3: pouring concrete into the concrete pouring mold cavity; S4: Laying an upper layer of thermal insulation integrated board on the concrete in the concrete casting mold cavity; S5: Cure the concrete and remove the formwork support frame after the concrete has finally set.