A light-weight free-dismantling cast-in-situ thermal insulation formwork integrated composite thermal insulation system and a manufacturing process thereof

Abstract

The application discloses a light-weighted free-dismantling cast-in-place heat preservation template integrated composite heat preservation system, which comprises a cast-in-place concrete base layer wall body, an inner protective layer is arranged on the outer side of the cast-in-place concrete base layer wall body, a plurality of supporting cylinders are arranged on the side of the inner protective layer away from the cast-in-place concrete base layer wall body, the middle part of each supporting cylinder is movably connected with a connecting mechanism, and a plurality of limiting components are arranged on the two sides of the connecting mechanism; an outer heat preservation layer is arranged at the end of the supporting cylinder away from the inner protective layer, a pouring filling layer is arranged between the inner protective layer and the outer heat preservation layer, a cement mortar layer is arranged on the end surface of the outer heat preservation layer, and the inner protective layer, the supporting cylinder and the outer heat preservation layer are fixedly installed through anchoring pieces fixedly connected with the cast-in-place concrete base layer wall body. The pouring filling layer is separated through the connecting mechanism and the limiting components, the internal structure stability of the pouring filling layer is improved through the separation of the plurality of diamond structures, and the deformation and mold expansion of the filling material in the pouring filling layer are prevented.

Description

Technical Field

[0001] This invention relates to the field of building wall insulation technology, specifically to a lightweight, non-removable cast-in-place insulation template integrated composite insulation system and its manufacturing process. Background Technology

[0002] Traditional wall insulation technology in my country mainly involves attaching and fixing insulation layers to the exterior walls of buildings. For example, Chinese patent publication number CN218355850U discloses an insulation board. This insulation board includes: an insulation board body, which is a flexible structure and includes a first shell, a second shell, and a heating structure disposed between the first shell and the second shell for generating heat. The insulation board body has a heating zone and a normal temperature zone, with the heating zone corresponding to the heating structure and the normal temperature zone offset from the heating structure.

[0003] The aforementioned patent's "post-construction" process requires separate construction, is complex, has difficulty controlling quality, is time-consuming, costly, has many hidden dangers, short lifespan, and is prone to cracking, detachment, and fire. Fire-related detachment accidents have caused huge economic losses and adverse social impacts. To solve these problems, integrated insulation systems have emerged, such as Chinese patent CN110258867A, which discloses a lightweight, non-removable integrated composite insulation system and its manufacturing process. It includes a cast-in-place concrete base wall, on the outside of which are sequentially provided an inner protective layer of insulation template, an organic insulation material layer, a stitched reinforced glass wool or rock wool board inorganic material insulation layer, and a polymer mortar layer. The inner protective layer of insulation template, the organic insulation material layer, and the stitched reinforced glass wool or rock wool board inorganic material insulation layer are installed and fixedly connected to the cast-in-place concrete base wall through pre-embedded anchoring connectors. The polymer mortar layer is coated on the outer surface of the stitched reinforced glass wool or rock wool board inorganic material insulation layer.

[0004] However, the fixed structure of this insulation system is only connected and fixed to the cast-in-place concrete base wall through pre-embedded anchoring connectors, which leads to poor internal stability. After a long period of use, the internal insulation material will age or powder and easily fall off, thus affecting the insulation effect. To address this issue, we propose a lightweight, non-removable cast-in-place insulation formwork integrated composite insulation system and its manufacturing process. Summary of the Invention

[0005] The purpose of this invention is to provide a lightweight, non-removable, cast-in-place thermal insulation formwork integrated composite thermal insulation system and its manufacturing process, so as to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, the present invention provides the following technical solution: a lightweight, non-removable cast-in-place thermal insulation template integrated composite thermal insulation system, comprising a cast-in-place concrete base wall, an inner protective layer provided on the outer side of the cast-in-place concrete base wall, a plurality of support cylinders provided on the side of the inner protective layer away from the cast-in-place concrete base wall, a connecting mechanism movably connected in the middle of the support cylinders, and a plurality of limiting components provided on both sides of the connecting mechanism.

[0007] The support cylinder is provided with an outer insulation layer at the end away from the inner protective layer. A filling layer is provided between the inner protective layer and the outer insulation layer. A cement mortar layer is provided on one end face of the outer insulation layer. The inner protective layer, the support cylinder, and the outer insulation layer are fixedly installed by anchors that are fixedly connected to the cast-in-place concrete base wall.

[0008] Preferably, the inner protective layer is a polystyrene board, mineral wool board, or lightweight metal board with a thickness of 1mm-15mm.

[0009] Preferably, the inner protective layer and the outer insulation layer are provided with a plurality of circular holes, and the spacing between two adjacent circular holes is equal.

[0010] Preferably, the support cylinder is an aluminum alloy tube, and the inner diameter of the support cylinder is equal to the inner diameter of the circular hole.

[0011] Preferably, the external insulation layer is glass wool or rock wool board, and the outer surface of the external insulation layer is covered with alkali-resistant mesh cloth or cement roll felt with a thickness of 30-120mm. The pouring filling layer is composed of foamed concrete or cement polystyrene particle slurry or perlite cement slurry.

[0012] Preferably, the connecting mechanism includes a first-end connecting rod, a movable connecting rod, a hinge ring, and a last-end connecting rod. There are at least two first-end connecting rods, and one end of each first-end connecting rod is hinged to a support cylinder. The other end of each first-end connecting rod is rotatably sleeved with a hinge ring. The hinge ring is hinged to one end of a movable connecting rod. The middle part of each movable connecting rod is rotatably connected to a support cylinder. The other end of each movable connecting rod is hinged to one end of a last-end connecting rod. The other end of each last-end connecting rod is hinged to a support cylinder.

[0013] Preferably, the first-end connecting rod includes connecting rod one and connecting rod two, one end of connecting rod one and connecting rod two are respectively hinged to a support cylinder, and the other end of connecting rod one and connecting rod two are respectively hinged to a hinge ring. Connecting rod one and connecting rod two have insertion holes through their middle portions. The movable connecting rod includes connecting rod three and connecting rod four, one end of connecting rod three and connecting rod four is rotatably connected to a hinge ring, and the middle portions of connecting rod three and connecting rod four are respectively rotatably connected to a support cylinder. Connecting rod three and connecting rod four are arranged in an X-shaped structure, and insertion holes are through their middle sides. The tail-end connecting rod includes connecting rod five and connecting rod six, one end of connecting rod five and connecting rod six is ​​hinged to a hinge ring, and the other end of connecting rod five and connecting rod six are respectively hinged to a support cylinder. Insertion holes are through their middle portions.

[0014] Preferably, the limiting assembly includes a left limiting plate, a right limiting plate, a plug rod, and a plug post. The left limiting plate and the right limiting plate are hinged to each other via a connecting shaft. One end of the connecting shaft is fixedly connected to the plug post, and one end of the plug post is interference-fitted to the hinge ring.

[0015] Preferably, a plug-in rod is movably provided at the center of one end face of the left limiting plate and the right limiting plate, and the end of the plug-in rod is fixedly connected to a spring and the spring is movably provided in the left limiting plate and the right limiting plate. The plug-in rod is plugged into the plug-in hole.

[0016] A manufacturing process for a lightweight, non-removable, cast-in-place integrated composite insulation system is also provided, including the following steps:

[0017] S1. Drill installation holes for anchors in the cast-in-place concrete base wall;

[0018] S2. The inner protective layer is attached to the outer surface of the cast-in-place concrete base wall, and the round holes on the inner protective layer are aligned with the installation holes on the cast-in-place concrete base wall.

[0019] S3. A connecting mechanism is rotatably installed on the support cylinder. Several limiting components are connected to both sides of the connecting mechanism, and a diamond structure is formed between two adjacent limiting components.

[0020] S4. Anchors are passed through the round holes of the outer insulation layer, then the anchors are passed through one end of the support cylinder, and then through the other end of the support cylinder and into the round holes of the inner protective layer. Finally, the anchors are fixedly connected to the cast-in-place concrete base wall, thereby fixing the outer insulation layer, support cylinder and inner protective layer to the cast-in-place concrete base wall.

[0021] S5. Pour filler into the filling layer formed between the inner protective layer and the outer insulation layer, then sew reinforced glass wool cloth to the outside of the outer insulation layer to further wrap the outside of the cast-in-place concrete base wall, and finally apply a cement mortar layer to the outer surface for leveling.

[0022] Compared with the prior art, the beneficial effects of the present invention are as follows: by using a connecting mechanism in conjunction with a limiting component, the interior of the pouring and filling layer is divided. The division of multiple diamond-shaped structures improves the internal structural stability of the pouring and filling layer and prevents the filling material inside the pouring and filling layer from deforming or bulging. The connecting mechanism in conjunction with the support cylinder improves the tensile strength of the overall span of the insulation template and further ensures the overall firmness. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the structure of the present invention;

[0024] Figure 2 This is a schematic diagram of the structure between the inner protective layer and the outer insulation layer in this invention;

[0025] Figure 3 This is a schematic diagram of the connecting mechanism and limiting component structure in this invention;

[0026] Figure 4 This is a schematic diagram of the planar structure of the connecting mechanism and the limiting component in this invention.

[0027] In the diagram: 1. Cast-in-place concrete base wall; 2. Anchor; 3. Inner protective layer; 4. Support cylinder; 5. Pouring and filling layer; 6. Connecting mechanism; 6. First end connecting rod; 61. Connecting rod one; 611. Connecting rod two; 612. Movable connecting rod; 62. Connecting rod three; 621. Connecting rod four; 622. Hinge ring; 63. Insertion hole; 64. Tail end connecting rod; 65. Connecting rod five; 651. Connecting rod six; 652. Limiting component; 7. Left limiting plate; 71. Right limiting plate; 72. Insertion rod; 73. Insertion column; 74. External insulation layer; 8. Cement mortar layer; 9. Round hole; 10. Detailed Implementation

[0028] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0029] Example 1: Refer to Figure 1 , 2 This is the first embodiment of the present invention. This embodiment provides a lightweight, non-removable cast-in-place insulation template integrated composite insulation system, including a cast-in-place concrete base wall 1. An inner protective layer 3 is provided on the outer side of the cast-in-place concrete base wall 1. A plurality of support cylinders 4 are provided on the side of the inner protective layer 3 away from the cast-in-place concrete base wall 1. A connecting mechanism 6 is movably connected to the middle of the support cylinder 4. A plurality of limiting components 7 are provided on both sides of the connecting mechanism 6.

[0030] An outer insulation layer 8 is provided at the end of the support cylinder 4 away from the inner protective layer 3. A filling layer 5 is provided between the inner protective layer 3 and the outer insulation layer 8. A cement mortar layer 9 is provided at one end of the outer insulation layer 8. The inner protective layer 3, the support cylinder 4, and the outer insulation layer 8 are fixedly installed by anchors 2 that are fixedly connected to the cast-in-place concrete base wall 1.

[0031] A manufacturing process for a lightweight, non-removable, cast-in-place integrated composite insulation system is also provided, including the following steps:

[0032] S1. Drill installation holes for anchors 2 on the cast-in-place concrete base wall 1;

[0033] S2. The inner protective layer 3 is attached to the outer surface of the cast-in-place concrete base wall 1, and the round holes 10 opened on the inner protective layer 3 are aligned with the installation holes on the cast-in-place concrete base wall 1.

[0034] S3. A connecting mechanism 6 is rotatably installed on the support cylinder 4. Several limiting components 7 are connected to both sides of the connecting mechanism 6 respectively, and a rhomboid structure is formed between two adjacent limiting components 7.

[0035] S4. Anchor 2 passes through the round hole 10 of the outer insulation layer 8, then the anchor 2 passes through one end of the support cylinder 4, and then passes out from the other end of the support cylinder 4 and passes through the round hole 10 of the inner protective layer 3. Finally, the anchor 2 is fixedly connected to the cast-in-place concrete base wall 1, thereby fixing the outer insulation layer 8, the support cylinder 4 and the inner protective layer 3 to the cast-in-place concrete base wall 1.

[0036] S5. Fill the filling material into the filling layer 5 formed between the inner protective layer 3 and the outer insulation layer 8, then sew reinforced glass wool cloth to the outside of the outer insulation layer 8 to further wrap the outside of the cast-in-place concrete base wall 1, and finally apply a cement mortar layer 9 to the outer surface for leveling.

[0037] Example 2: Refer to Figure 1-4 This is the second embodiment of the present invention, which is based on the previous embodiment. Specifically, the inner protective layer 3 is a polystyrene board, mineral wool board, or lightweight metal board with a thickness of 1mm-15mm. Polystyrene board has the advantages of being lightweight, inexpensive, having low thermal conductivity, low water absorption, good electrical insulation, sound insulation, shock absorption, moisture resistance, and simple molding process. Lightweight metal board is lightweight and has good protective performance, which improves the protective performance of the internal structure.

[0038] Specifically, the inner protective layer 3 and the outer insulation layer 8 are provided with a number of circular holes 10. The distance between two adjacent circular holes 10 is equal. The equal spacing ensures the consistency of the rhomboid structure formed by the unfolding of the connecting mechanism 6.

[0039] Specifically, the support cylinder 4 is an aluminum alloy tube. Aluminum alloy tubes are lightweight, strong, easy to cast, and convenient for supporting the connecting mechanism 6. The inner diameter of the support cylinder 4 is equal to the inner diameter of the round hole 10. The equal inner diameter setting facilitates the insertion and installation of the anchor 2.

[0040] Specifically, the outer insulation layer 8 is made of glass wool or rock wool board. Glass wool has the characteristics of good formability, low bulk density, low thermal conductivity, good thermal insulation, good sound absorption, corrosion resistance, and stable chemical properties. It improves the thermal insulation performance while also being lightweight. The outer surface of the outer insulation layer 8 is covered with alkali-resistant mesh cloth or cement roll felt with a thickness of 30-120mm. The pouring filling layer 5 is made of foamed concrete, cement polystyrene granule slurry, or perlite cement slurry. All filling materials have the characteristics of being lightweight, having thermal insulation, and sound absorption.

[0041] Specifically, the connecting mechanism 6 includes a first-end connecting rod 61, a movable connecting rod 62, a hinge ring 63, and a last-end connecting rod 65. There are at least two first-end connecting rods 61, and one end of each first-end connecting rod 61 is hinged to a support cylinder 4. The other end of the first-end connecting rod 61 is rotatably sleeved to the hinge ring 63. The hinge ring 63 is hinged to one end of the movable connecting rod 62. The middle part of the movable connecting rod 62 is rotatably connected to the support cylinder 4. The other end of the movable connecting rod 62 is hinged to one end of the last-end connecting rod 65. The other end of the last-end connecting rod 65 is hinged to the support cylinder 4.

[0042] Furthermore, the first connecting rod 61 includes connecting rod one 611 and connecting rod two 612. One end of connecting rod one 611 and connecting rod two 612 are respectively hinged to the support cylinder 4, and the other end of connecting rod one 611 and connecting rod two 612 are respectively hinged to the hinge ring 63. The middle part of connecting rod one 611 and connecting rod two 612 is respectively provided with a through insertion hole 64. The movable connecting rod 62 includes connecting rod three 621 and connecting rod four 622. One end of connecting rod three 621 and connecting rod four 622 is rotatably connected to the hinge ring 63. The middle part of 622 is rotatably connected to the support cylinder 4. The connecting rod 3 621 and the connecting rod 4 622 are arranged in an X-shaped structure. The two sides of the middle part of the connecting rod 3 621 and the connecting rod 4 622 are respectively provided with insertion holes 64. The tail connecting rod 65 includes the connecting rod 5 651 and the connecting rod 652. One end of the connecting rod 5 651 and the connecting rod 652 is hinged to the hinge ring 63. The other end of the connecting rod 5 651 and the connecting rod 652 is respectively hinged to the support cylinder 4. The middle part of the connecting rod 5 651 and the connecting rod 652 is respectively provided with insertion holes 64.

[0043] A connecting mechanism 6 is rotatably installed on the support cylinder 4. Several limiting components 7 are connected to both sides of the connecting mechanism 6. A rhomboid structure is formed between two adjacent limiting components 7. The connecting mechanism 6 pulls the support cylinder 4 according to the distance between two adjacent round holes 10, which drives the hinged first end connecting rod 61 to unfold. At the same time, the movable connecting rod 62 unfolds into an X-shaped structure, thereby forming a rhomboid structure between two adjacent support cylinders 4.

[0044] Specifically, the limiting assembly 7 includes a left limiting plate 71, a right limiting plate 72, a plug-in rod 73, and a plug-in post 74. The left limiting plate 71 and the right limiting plate 72 are hinged to each other by a connecting shaft. One end of the connecting shaft is fixedly connected to the plug-in post 74, and one end of the plug-in post 74 is interference-fitted to the hinge ring 63.

[0045] Furthermore, a plug-in rod 73 is movably provided in the middle of one end face of the left limiting plate 71 and the right limiting plate 72. The ends of the plug-in posts 74 are all fixed with springs, and the springs are movably provided in the left limiting plate 71 and the right limiting plate 72. The plug-in rod 73 is plugged into the plug-in hole 64.

[0046] The insertion post 74 of the limiting component 7 is inserted into the hinge ring 63. The insertion post 74 is composed of two stacked cylindrical structures and is interference-fitted with the hinge ring 63. Then, according to the angle structure formed between the first end connecting rod 61 and the movable connecting rod 62, the left limiting plate 71 and the right limiting plate 72 of the limiting component 7 are unfolded to an angle position aligned with the first end connecting rod 61 and the movable connecting rod 62. Then, the insertion rod 73 is operated so that the insertion rod 73 is inserted into the insertion hole 64 respectively, thereby forming a rhomboid structure between the left limiting plate 71 and the right limiting plate 72 at adjacent positions.

[0047] Example 3: Reference Figure 1-4This is the third embodiment of the present invention. Based on the above two embodiments, during the fabrication of the insulation template, installation holes for anchors 2 are drilled in the cast-in-place concrete base wall 1. Then, the inner protective layer 3 is attached to the outer surface of the cast-in-place concrete base wall 1. Modified polyurethane rigid foam is used for bonding and fixing during the application to prevent the inner protective layer 3 from falling off. The circular holes 10 on the inner protective layer 3 are aligned one by one with the installation holes on the cast-in-place concrete base wall 1. A connecting mechanism 6 is rotatably installed on the support cylinder 4. Several limiting components 7 are connected to both sides of the connecting mechanism 6. A rhomboid structure is formed between two adjacent limiting components 7. The connecting mechanism 6 pulls the support cylinder 4 according to the distance between two adjacent circular holes 10, which drives the hinged first end connecting rod 61 to unfold. At the same time, the movable connecting rod 62 unfolds into an X-shaped structure, thereby forming a rhomboid structure between two adjacent support cylinders 4. The insertion post 74 of the limiting component 7 is inserted into the hinge ring 63. The insertion post 74 is composed of two stacked cylindrical structures and is interference-fitted with the hinge ring 63. Then, according to the first end... The angle structure formed between the end connecting rod 61 and the movable connecting rod 62, the left limiting plate 71 and the right limiting plate 72 of the limiting assembly 7 unfold to an angle position aligned with the end connecting rod 61 and the movable connecting rod 62, and then the insertion rod 73 is operated to insert the insertion rod 73 into the insertion hole 64 respectively, thereby forming a rhomboid structure between the left limiting plate 71 and the right limiting plate 72 at adjacent positions. The anchor 2 passes through the round hole 10 of the outer insulation layer 8, and then the anchor 2 passes through one end of the support cylinder 4, and then from the other end of the support cylinder 4. After passing through, it enters the round hole 10 of the inner protective layer 3. Finally, the anchor 2 is fixedly connected to the cast-in-place concrete base wall 1, thereby fixing the outer insulation layer 8, the support cylinder 4, and the inner protective layer 3 to the cast-in-place concrete base wall 1. Foamed concrete is poured into the filling layer 5 formed between the inner protective layer 3 and the outer insulation layer 8. Then, reinforced glass wool cloth is sewn to the outside of the outer insulation layer 8 to further wrap the outside of the cast-in-place concrete base wall 1. Finally, a cement mortar layer 9 is applied to the outer surface for leveling.

[0048] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A lightweight, non-removable cast-in-place thermal insulation formwork integrated composite thermal insulation system, comprising a cast-in-place concrete base wall (1), characterized in that: The cast-in-place concrete base wall (1) is provided with an inner protective layer (3) on the outside. The inner protective layer (3) is provided with several support cylinders (4) on the side away from the cast-in-place concrete base wall (1). The middle of the support cylinder (4) is movably connected to a connecting mechanism (6). Several limiting components (7) are provided on both sides of the connecting mechanism (6). The support cylinder (4) is provided with an outer insulation layer (8) at one end away from the inner protective layer (3). A filling layer (5) is provided between the inner protective layer (3) and the outer insulation layer (8). A cement mortar layer (9) is provided on one end face of the outer insulation layer (8). The inner protective layer (3), the support cylinder (4), and the outer insulation layer (8) are fixedly installed by anchors (2) that are fixedly connected to the cast-in-place concrete base wall (1). The outer insulation layer (8) is glass wool or rock wool board. The outer surface of the outer insulation layer (8) is covered with alkali-resistant mesh cloth or cement roll felt with a thickness of 30-120mm. The pouring filling layer (5) is made of foam concrete or cement polystyrene particle slurry or perlite cement slurry. The connecting mechanism (6) includes a first end connecting rod (61), a movable connecting rod (62), a hinge ring (63), and a tail end connecting rod (65). There are at least two first end connecting rods (61), and one end of each first end connecting rod (61) is hinged to a support cylinder (4). The other end of each first end connecting rod (61) is rotatably sleeved to a hinge ring (63). The hinge ring (63) is hinged to one end of the movable connecting rod (62). The middle part of each movable connecting rod (62) is rotatably connected to a support cylinder (4). The other end of each movable connecting rod (62) is hinged to one end of the tail end connecting rod (65). The other end of each tail end connecting rod (65) is hinged to a support cylinder (4). The first connecting rod (61) includes connecting rod one (611) and connecting rod two (612). One end of connecting rod one (611) and connecting rod two (612) is respectively hinged to the support cylinder (4), and the other end of connecting rod one (611) and connecting rod two (612) is respectively hinged to the hinge ring (63). The middle part of connecting rod one (611) and connecting rod two (612) is respectively provided with a through insertion hole (64). The movable connecting rod (62) includes connecting rod three (621) and connecting rod four (622). One end of connecting rod three (621) and connecting rod four (622) is rotatably connected to the hinge ring (63). 2) The middle part is rotatably connected to the support cylinder (4). The connecting rod three (621) and the connecting rod four (622) are arranged in an X-shaped structure. The two sides of the middle part of the connecting rod three (621) and the connecting rod four (622) are respectively provided with insertion holes (64). The tail end connecting rod (65) includes connecting rod five (651) and connecting rod six (652). One end of the connecting rod five (651) and the connecting rod six (652) is hinged to the hinge ring (63). The other end of the connecting rod five (651) and the connecting rod six (652) is respectively hinged to the support cylinder (4). The middle part of the connecting rod five (651) and the connecting rod six (652) is respectively provided with insertion holes (64). The limiting assembly (7) includes a left limiting plate (71), a right limiting plate (72), a plug rod (73), and a plug post (74). The left limiting plate (71) and the right limiting plate (72) are hinged to each other by a connecting shaft. One end of the connecting shaft is fixedly connected to the plug post (74), and one end of the plug post (74) is interference-fitted to the hinge ring (63). A plug rod (73) is movably provided in the middle of one end face of the left limiting plate (71) and the right limiting plate (72). The ends of the plug rods (74) are all fixed with springs and the springs are movably provided in the left limiting plate (71) and the right limiting plate (72). The plug rod (73) is plugged into the plug hole (64).

2. The lightweight, non-removable cast-in-place thermal insulation formwork integrated composite thermal insulation system according to claim 1, characterized in that: The inner protective layer (3) is a polystyrene board, mineral wool board, or lightweight metal board with a thickness of 1mm-15mm.

3. The lightweight, non-removable cast-in-place thermal insulation formwork integrated composite thermal insulation system according to claim 1, characterized in that: The inner protective layer (3) and the outer insulation layer (8) are provided with a number of circular holes (10), and the distance between two adjacent circular holes (10) is equal.

4. The lightweight, non-removable cast-in-place thermal insulation formwork integrated composite thermal insulation system according to claim 3, characterized in that: The support cylinder (4) is an aluminum alloy tube, and the inner diameter of the support cylinder (4) is equal to the inner diameter of the circular hole (10).

5. The manufacturing process of a lightweight, non-removable cast-in-place thermal insulation formwork integrated composite thermal insulation system according to any one of claims 1-4, characterized in that, Includes the following steps: S1. Drill installation holes for anchors (2) in the cast-in-place concrete base wall (1); S2. The inner protective layer (3) is attached to the outer surface of the cast-in-place concrete base wall (1), and the round holes (10) on the inner protective layer (3) are aligned with the installation holes on the cast-in-place concrete base wall (1). S3. A connecting mechanism (6) is rotatably installed on the support cylinder (4). Several limiting components (7) are connected to both sides of the connecting mechanism (6). A rhomboid structure is formed between two adjacent limiting components (7). S4. Anchor (2) passes through the round hole (10) of the outer insulation layer (8), then the anchor (2) passes through one end of the support cylinder (4), and then passes out from the other end of the support cylinder (4) and passes through the round hole (10) of the inner protective layer (3). Finally, the anchor (2) is fixedly connected to the cast-in-place concrete base wall (1), thereby making the outer insulation layer (8), support cylinder (4) and inner protective layer (3) fixedly connected to the cast-in-place concrete base wall (1). S5. Fill the filling material in the filling layer (5) formed between the inner protective layer (3) and the outer insulation layer (8), then sew the reinforcing glass wool cloth on the outside of the outer insulation layer (8) to further wrap the outside of the cast-in-place concrete base wall (1), and finally apply a cement mortar layer (9) to the outer surface for leveling.

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