Outer wall heat preservation and formwork integrated system and outer wall heat preservation and formwork integrated plate thereof

Abstract

The invention provides an outer wall heat preservation and formwork integrated system and an outer wall heat preservation and formwork integrated plate thereof, and solves the problems that after a wall body is manufactured by adopting split bolts on a heat preservation and formwork integrated plate, a'heat conduction bridge 'of an indoor and outdoor environment is formed at mounting nodes of the split bolts, and the heat preservation effect of the formed wall body is influenced. The insulation and formwork integrated plate comprises a plurality of insulation and formwork integrated unit plates which can be mutually spliced in a vertical interface; a plurality of embedded pipes which are arranged in a left-right penetrating mode are embedded in the heat preservation and formwork integrated unit plate, and reinforcement cage fixing pieces are arranged in the embedded pipes in a sliding mode. A pull rod is hinged to the bottom of the right end of the reinforcement cage fixing piece, and the reinforcement cage fixing piece and the pull rod can be slidably placed in the embedded pipe. During use, the reinforcement cage is hooked and fixed through the reinforcement cage fixing pieces and the pull rods which are mounted in the embedded pipes, then cast-in-place concrete construction is carried out, and due to the fact that the reinforcement cage fixing pieces on the left side and the right side form a breaking effect in cast-in-place concrete, the heat preservation effect of a formed wall is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of building exterior walls, and in particular to an exterior wall formwork protection integrated system and an exterior wall formwork protection integrated board. Background Art

[0002] The formwork-retaining integrated board is composed of an inner reinforcement layer, a ribbed insulation layer, a bonding layer, a non-combustible insulation transition layer, and an outer reinforcement layer. It is factory-produced and composited to provide thermal insulation and eliminate the need for dismantling the external formwork during cast-in-place concrete construction. This integrated board represents a building energy-saving and structural integration technology, combining building insulation with wall enclosure functions. It meets current building energy-saving standards without the need for additional testing measures, achieving energy-saving benefits by balancing insulation and structural integrity.

[0003] There are two main existing solutions for achieving thermal insulation with integrated formwork panels: one involves placing insulation panels with wire mesh inside the exterior formwork, which are then connected to the concrete wall through inserts during concrete pouring. After the formwork is removed and plastered, the exterior wall decoration is applied. The other involves constructing the concrete body first, then attaching the insulation panels, adding mesh and nailing for reinforcement, and then applying the wall decoration. Both solutions require the erection of scaffolding or hangers, involving wet work such as plastering and painting, posing high-altitude operations and fire hazards. There have also been quality incidents involving insulation layer detachment.

[0004] In order to solve the above problems, the Chinese invention patent (authorized) with application number CN201610084156.1 discloses an exterior wall system and construction method of cast-in-place prefabricated disassembly-free integrally assembled insulation exterior formwork, including an inner formwork, a prefabricated exterior wall composite insulation formwork, and wall reinforcement, which are spliced together to form a prefabricated integrally assembled insulation exterior formwork and wall reinforcement; the cast-in-place shear wall is cast on-site with the prefabricated integrally assembled insulation exterior formwork and the inner formwork as support; the prefabricated integrally assembled insulation exterior formwork is fixedly installed on the prefabricated exterior wall insulation exterior formwork frame, and the prefabricated exterior wall insulation exterior formwork frame and the prefabricated integrally assembled insulation exterior formwork are hoisted as a whole on the outside of the wall reinforcement and correspond to the inner formwork on the inside of the wall reinforcement, and a tension bolt assembly is provided in the wall reinforcement that transversely penetrates the wall reinforcement, the prefabricated exterior wall insulation exterior formwork frame and the inner formwork. However, this technology still has the following defects when used: during installation, the formwork integral panels on the inner and outer sides need to be connected by a tension bolt assembly, and the metal rod of the tension bolt directly passes through the outer formwork integral panel, the middle cast-in-place concrete wall, and the outer formwork integral panel. After the wall solidifies, the end of the tension bolt assembly protruding from the wall is generally cut to be flush with the wall, and the remaining part of the tension bolt assembly remains in the wall. However, this will cause the wall to form a "thermal bridge" connecting the indoor and outdoor environments at the installation node of the tension bolt when in use, reducing the thermal insulation effect of the formed wall. Summary of the Invention

[0005] In order to solve the problem in the background technology that after the current integral formwork panels are used to manufacture walls with tension bolts, a "thermal bridge" between the indoor and outdoor environments will be formed at the installation nodes of the tension bolts, affecting the thermal insulation effect of the formed wall, the present invention proposes an integrated exterior wall formwork system and an integral exterior wall formwork panel.

[0006] The technical solution of the present invention is: an external wall formwork integrated panel, comprising a formwork integrated panel, the formwork integrated panel comprising a plurality of formwork integrated unit panels that can be spliced with each other in a vertical interface;

[0007] The mold-keeping integrated unit plate is pre-buried with a number of pre-buried pipes that pass through it on the left and right sides, and steel cage fixings are slidably installed inside the pre-buried pipes;

[0008] A pull rod is hinged at the bottom of the right end of the steel cage fixing piece. Both the steel cage fixing piece and the pull rod can be slid into the embedded pipe. The pull rod can rotate relative to the steel cage fixing piece at an angle less than or equal to 90 degrees.

[0009] Preferably, the steel cage fixing device includes a movable rod slidably inserted in the embedded tube, a receiving groove with a lower opening is provided at the bottom of the right end of the movable rod, the right end of the pull rod is rotatably connected to the side wall of the receiving groove, the pull rod can be received in the receiving groove, and the right side wall of the receiving groove can limit the maximum angle of the pull rod to rotate downward.

[0010] Preferably, the length of the movable rod is less than that of the embedded pipe, the left end of the movable rod is connected to a push-pull rod that can be cut, and the push-pull rod extends to the outside of the embedded pipe away from one end of the movable rod.

[0011] Preferably, the push-pull rod comprises a screw rod and a handle provided at the left end of the screw rod, the handle is located outside the embedded pipe, and the right end of the screw rod is rotatably connected to the left end of the movable rod;

[0012] A guide kit is detachably provided inside the embedded pipe. The guide kit is movably sleeved on the screw rod and is threadedly connected to the screw rod. A rotation limiting structure for limiting the rotation of the guide kit is provided on the embedded pipe.

[0013] Preferably, the guide kit includes an annular internal thread kit, which is movably sleeved on the screw rod and threadedly connected to the screw rod, and a plurality of limit rods are fixedly provided on the outer side wall of the annular internal thread kit and are arranged at intervals around the circumference thereof;

[0014] The rotation limiting structure includes a plurality of slots formed on the inner wall of the left end of the embedded pipe. The left end of the slot and the side away from the bottom of the slot are both open structures. The end of the limiting rod away from the annular internal threaded sleeve is slidably arranged in the slot.

[0015] A guide bar extending in the left and right directions is arranged on the inner wall of the embedded pipe, a left and right transparent slide groove is opened on the side wall of the movable rod, and the guide bar is slidably arranged in the slide groove.

[0016] Preferably, the mold-retaining integrated unit plate is provided with a concrete layer, a first bonding mortar layer, a thermal insulation layer, a bonding reinforcement layer, a lightweight mortar layer, a second bonding mortar layer, and an anti-cracking mortar layer in sequence from one end of the steel cage fixing piece close to the tie rod to the other end of the steel cage fixing piece away from the tie rod;

[0017] The embedded pipe passes through the concrete layer, the first bonding mortar layer, the thermal insulation layer, the bonding reinforcement layer, the lightweight mortar layer, the second bonding mortar layer, and the anti-cracking mortar layer in sequence;

[0018] A plurality of first reinforcing bars respectively embedded in the concrete layer and the anti-cracking mortar layer are fixedly provided on the outer side wall of the embedded pipe, and the angle between the first reinforcing bars and the embedded pipe is an acute angle.

[0019] Preferably, a first protrusion protruding upward and extending in the front-to-back direction is integrally connected to the top of the concrete layer, and the left-right width of the first protrusion is smaller than the left-right width of the concrete layer;

[0020] A first slot corresponding to the first protrusion is provided at the bottom of the concrete layer;

[0021] When the upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower first protrusion can be inserted into the upper first slot;

[0022] The first slot of the mold-retaining integrated unit board located at the bottom is filled with a first filling strip;

[0023] A plurality of cable troughs are provided on the side of the concrete layer facing the steel cage, which are spaced apart up and down and extend in the front-to-back direction. The cable troughs are dovetail groove structures, and cast-in-place concrete can be filled into the cable troughs.

[0024] Preferably, a second protrusion that protrudes upward and extends in the front-to-back direction is integrally connected to the top of the lightweight mortar layer, and the left-right width of the second protrusion is smaller than the left-right width of the lightweight mortar layer;

[0025] The bottom of the lightweight mortar layer is provided with a second protrusion corresponding to the upper and lower portions of the second protrusion;

[0026] When the upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower second protrusion can be inserted into the upper second protrusion;

[0027] The second slot of the mold-retaining integrated unit board located at the bottom is filled with a second filling strip.

[0028] Preferably, the bonding reinforcement layer comprises a steel mesh, and the thermal insulation layer is provided with a plurality of evenly distributed arc-shaped through holes;

[0029] Arc-shaped reinforcement ribs are inserted through the gaps and arc-shaped through holes of the wire mesh. The part of the reinforcement ribs on the left side of the wire mesh is embedded in the lightweight mortar layer, the second bonding mortar layer and the anti-cracking mortar layer, and the part of the reinforcement ribs on the right side of the insulation layer is embedded in the first bonding mortar layer and the concrete layer.

[0030] An integrated exterior wall formwork system, comprising: integrated formwork panels as described above, spaced apart on the left and right sides; a casting cavity formed between the integrated formwork panels; cast-in-situ concrete poured into the casting cavity; a steel cage embedded in the cast-in-situ concrete; and an end of a steel cage fixing member adjacent to a tie rod facing the casting cavity.

[0031] When the right end of the steel cage fixing part drives the tie rod to be pushed into the casting cavity, the tie rod can automatically hang down in the steel cage. When the steel cage fixing part moves to the outside of the casting cavity, the tie rod can be hooked on the steel cage.

[0032] The part of the steel cage fixing extending into the casting cavity and the tie rods are pre-embedded in the cast-in-place concrete;

[0033] The embedded pipe is then filled with concrete to seal the steel cage fixtures and secure them within the embedded pipe.

[0034] Advantages of the present invention: When the present invention is in use, the steel cage is hooked and fixed by the steel cage fixing parts and the pull rod installed in the embedded pipe. After the integral fixed connection of the formwork-retaining integrated plates and the steel cage on both sides is completed, cast-in-place concrete construction is carried out in the pouring cavity. Because the steel cage fixing parts on the left and right sides form a disconnection effect in the cast-in-place concrete, the formed exterior wall will not form a "thermal bridge" connecting the indoor and outdoor environments inside it, thereby improving the thermal insulation effect of the formed wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0036] Figure 1 This is a schematic diagram of a partial main structure during the preparation of the integrated exterior wall film system of Example 1;

[0037] Figure 2 for Figure 1 Schematic diagram of the partial main structure of the exterior wall film integrated system after manufacturing is completed;

[0038] Figure 3 This is a schematic structural diagram of the mold-retaining integrated unit plate of the integrated exterior wall film system of Example 1;

[0039] Figure 4 for Figure 3 A magnified view of the structure at point B in FIG;

[0040] Figure 5 for Figure 3 A magnified view of the structure at point C in FIG;

[0041] Figure 6 for Figure 1 Schematic diagram of the local structure of the AA interval in;

[0042] Figure 7 for Figure 3 Schematic diagram of the structure of the steel cage fixing parts;

[0043] Figure 8 for Figure 3 A schematic structural diagram of the movable rod at an upward viewing angle;

[0044] Figure 9 for Figure 7 A schematic structural diagram of the embedded pipe from the right side;

[0045] Figure 10 for Figure 7 A schematic diagram of the structure of the embedded pipe from the left side;

[0046] Figure 11 for Figure 7 A schematic diagram of the internal structure of the threaded kit from a right angle;

[0047] In the figure, 1. concrete layer, 101. first protrusion, 102. first slot, 103. wire trough, 2. first bonding mortar layer, 3. thermal insulation layer, 4. bonding reinforcement layer, 5. lightweight mortar layer, 501. second protrusion, 502. second slot, 6. second bonding mortar layer, 7. anti-cracking mortar layer, 8. steel cage, 801. transverse reinforcement, 9. cast-in-place concrete, 10. embedded pipe, 1001. slot, 11. first tension bar, 12. steel cage fixing part, 13. movable rod, 1301. storage slot, 14. guide bar, 15. pull rod, 1501. avoidance groove, 16. rotating shaft, 17. limiting ring, 18. screw rod, 19. annular internal thread kit, 20. limiting rod, 21. handle, 22. first filling strip, 23. second filling strip, 24. reinforcement bar. DETAILED DESCRIPTION

[0048] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without creative work are within the scope of protection of the present invention.

[0049] Example 1: An integrated exterior wall mold protection system and an integrated exterior wall mold protection panel, such as Figure 1 and Figure 2 As shown, it includes left and right formwork integral plates spaced apart, a casting cavity is formed between the left and right formwork integral plates, cast-in-place concrete 9 is cast in the casting cavity, and a steel cage 8 is pre-embedded in the cast-in-place concrete 9.

[0050] The mold-keeping integrated plate includes a number of mold-keeping integrated unit plates that can be spliced together in the vertical interface, such as Figure 3 As shown, the mold-retaining integrated plate is provided with a concrete layer 1, a first bonding mortar layer 2, an insulation layer 3, a bonding reinforcement layer 4, a lightweight mortar layer 5, a second bonding mortar layer 6, and an anti-cracking mortar layer 7 in sequence from one side of the casting cavity to the direction away from the casting cavity.

[0051] In order to further improve the anti-separation strength between the concrete layer 1 and the cast-in-place concrete 9, as Figure 3 and Figure 6 As shown, a plurality of line grooves 103 spaced apart from each other and extending in the front-to-back direction are provided on the side of the concrete layer 1 facing the steel cage 8 . The line grooves 103 are dovetail groove structures, and the cast-in-place concrete 9 can be filled into the line grooves 103 .

[0052] In order to facilitate the splicing of the mold-protecting integrated panels and stagger the upper and lower positions of the splicing seams and the insulation layer to improve the insulation effect, such as Figure 4 and Figure 5 As shown, the top of the concrete layer 1 is integrally connected to a first protrusion 101 that protrudes upward and extends in the front-to-back direction. The left-right width of the first protrusion 101 is smaller than the left-right width of the concrete layer 1. The bottom of the concrete layer 1 is provided with a first slot 102 corresponding to the first protrusion 101 above and below. The first slot 102 of the mold-retaining integrated unit plate at the bottom is filled with a first filler strip 22.

[0053] When the upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower first protrusion 101 can be inserted into the upper first slot 102 .

[0054] The top of the lightweight mortar layer 5 is integrally connected with a second protrusion 501 that protrudes upward and extends in the front-to-back direction. The left-right width of the second protrusion 501 is smaller than the left-right width of the lightweight mortar layer 5; the bottom of the lightweight mortar layer 5 is provided with a second protrusion 502 corresponding to the second protrusion 501 above and below; the second slot 502 of the mold-retaining integrated unit plate located at the bottom is filled with a second filling strip 23.

[0055] When the upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower second protrusion 501 can be inserted into the upper second protrusion 502 .

[0056] like Figure 2 and Figure 6 As shown, the mold-maintaining integrated unit panel is pre-embedded with a number of pre-embedded pipes 10 extending left and right. The pre-embedded pipes 10 sequentially penetrate the concrete layer 1, the first bonding mortar layer 2, the thermal insulation layer 3, the bonding reinforcement layer 4, the lightweight mortar layer 5, the second bonding mortar layer 6, and the anti-cracking mortar layer 7. To strengthen the connection strength between the pre-embedded pipes 10 and the mold-maintaining integrated unit panel, a plurality of first tie bars 11, respectively pre-embedded in the concrete layer 1 and the anti-cracking mortar layer 7, are fixed to the outer wall of the pre-embedded pipe 10. The angle between the first tie bars 11 and the pre-embedded pipe 10 is acute.

[0057] A steel cage fixing member 12 is provided in the embedded pipe 10. Figure 7 and Figure 8 As shown, the steel cage fixing part 12 includes a movable rod 13 that is slidably inserted into the embedded pipe 10. A receiving groove 1301 with a lower opening is provided at the bottom right end of the movable rod 13. The side wall of the receiving groove 1301 is rotatably connected to the right end of the pull rod 15 via a rotating shaft 16. The pull rod 15 can be received in the receiving groove 1301. The right side wall of the receiving groove 1301 can limit the maximum angle of downward rotation of the pull rod 15. The angle at which the pull rod 15 can rotate relative to the steel cage fixing part 12 is less than or equal to 90 degrees. In this embodiment, the angle at which the pull rod 15 can rotate relative to the steel cage fixing part 12 is 90 degrees. Both the steel cage fixing part 12 and the pull rod 15 can be slid into the embedded pipe 10.

[0058] The length of the movable rod 13 is shorter than that of the embedded tube 10. A cuttable push-pull rod is connected to the left end of the movable rod 13. The push-pull rod extends from one end of the movable rod 13 to the outside of the embedded tube 10. The push-pull rod includes a screw rod 18 and a handle 21 disposed at the left end of the screw rod 18. The handle 21 is located outside the embedded tube 10. The right end of the screw rod 18 is rotatably connected to the left end of the movable rod 13.

[0059] A guide kit is detachably provided inside the embedded pipe 10 , and the guide kit is movably sleeved on the screw rod 18 and threadedly connected to the screw rod 18 . A rotation limiting structure for limiting the rotation of the guide kit is provided on the embedded pipe 10 .

[0060] like Figure 10 and Figure 11 As shown, the guide kit includes an annular internal thread kit 19. In this embodiment, the annular internal thread kit 19 is a nut. In other embodiments, the annular internal thread kit 19 can also be replaced by an internal thread sleeve. The annular internal thread kit 19 is movably mounted on the screw rod 18 and is threadedly connected to the screw rod 18. The outer wall of the annular internal thread kit 19 is fixed with multiple limiting rods 20 arranged at intervals around the circumference. The rotation limiting structure includes multiple slots 1001 provided on the inner wall of the left end of the embedded pipe 10. The left end of the slot 1001 and the side away from the bottom of the slot are both open structures. The end of the limiting rod 20 away from the annular internal thread kit 19 slides within the slot 1001.

[0061] In order to prevent the movable rod 13 from rotating when the screw rod 18 rotates, Figure 7 As shown, a guide bar 14 extending in the left-right direction is provided on the inner wall of the embedded pipe 10, and a left-right transparent sliding groove is opened on the side wall of the movable rod 13, and the guide bar 14 is slidably provided in the sliding groove.

[0062] like Figure 7 As shown, a connecting groove with a T-shaped cross section is opened in the movable rod 13, and a limiting ring 17 is rotatably provided in the connecting groove. The limiting ring 17 is fixedly sleeved on the right end of the screw rod 18, and the right end of the screw rod 18 is rotatably inserted in the connecting groove.

[0063] When the right end of the steel cage fixing part 12 drives the pull rod 15 into the casting cavity, the pull rod 15 can automatically hang down in the steel cage 8. When the steel cage fixing part moves to the outside of the casting cavity, the pull rod 15 can be hooked on the steel cage 8.

[0064] The portion of the steel cage fixing member 12 extending into the casting cavity and the tie rod 15 are pre-embedded in the cast-in-place concrete 9. After the left and right formwork retaining integrated panels and the steel cage 8 are connected by the tie rods 15 on both sides, the excess portion of the screw rod 18 extending out of the embedded pipe 10 is cut off, and the embedded pipe 10 is filled with sealing concrete to seal and fix the steel cage fixing member 12 in the embedded pipe 10.

[0065] In order to further improve the separation resistance and structural strength between the layers of the mold-protecting integrated unit panel, the bonding reinforcement layer 4 includes a steel mesh, and a plurality of evenly distributed arc-shaped through holes are opened on the thermal insulation layer 3; arc-shaped reinforcing ribs 24 are passed through the gaps in the steel mesh and the arc-shaped through holes. The part of the reinforcing rib 24 located on the left side of the steel mesh is embedded in the lightweight mortar layer 5, the second bonding mortar layer 6 and the anti-cracking mortar layer 7, and the part of the reinforcing rib 24 located on the right side of the thermal insulation layer 3 is embedded in the first bonding mortar layer 2 and the concrete layer 1.

[0066] Instructions for use: Splice the mold-retaining integrated unit plates to form two mold-retaining integrated plates spaced apart on the left and right, lower the steel cage 8 into the casting cavity between the two mold-retaining integrated plates, insert the steel cage fixing part 12 into the embedded pipe 10, push the annular internal threaded sleeve 19 pre-mounted on the screw rod 18 into the embedded pipe 10, and slide the limiting rod 20 on the annular internal threaded sleeve 19 away from one end of the annular internal threaded sleeve 19 into the card slot 1001.

[0067] Then, by turning the handle 21, under the action of the linear motion formed by the screw rod 18 and the annular internal threaded sleeve 19, the movable rod 13 and the pull rod 15 are pushed through the gap of the steel cage 8 into the casting cavity, so that the pull rod 15 naturally hangs down to the inside of one of the transverse bars 801 of the steel cage 8.

[0068] Then, the screw rod 18 is rotated, and under the guidance of the guide bar 14 , the movable rod 13 moves linearly outward, and the pull rod 15 is hooked on the inner side of the transverse rib 801 .

[0069] When the pull rods 15 on both sides are hooked on the left and right sides of the steel cage 8 respectively, the cast-in-place concrete 9 is poured in the pouring cavity. After the cast-in-place concrete 9 solidifies, the excess screw rods 18 are cut off, the embedded pipe 10 is sealed with concrete, and the steel cage fixing piece 12 is sealed and fixed in the embedded pipe 10 to form a Figure 2 The structure shown.

[0070] It will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above and that the invention can be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Therefore, the embodiments should be considered in all respects as illustrative and non-restrictive, and the scope of the invention is limited by the appended claims rather than the foregoing description, and it is intended that all variations within the meaning and range of equivalents of the claims be embraced therein. Any reference sign in a claim should not be construed as limiting the claim to which it relates.

Claims

1. An external wall formwork integrated board, characterized by: The mold-keeping integrated plate comprises a plurality of mold-keeping integrated unit plates that can be spliced with each other in a vertical interface; A plurality of pre-buried pipes (10) are pre-buried on the mold-retaining integrated unit plate and are arranged to penetrate the left and right sides. A steel cage fixing piece (12) is slidably provided in the pre-buried pipe (10). A pull rod (15) is hinged at the bottom of the right end of the steel cage fixing part (12). Both the steel cage fixing part (12) and the pull rod (15) can be slid into the embedded pipe (10). The pull rod (15) can rotate relative to the steel cage fixing part (12) at an angle less than or equal to 90 degrees.

2. The exterior wall formwork integrated panel according to claim 1, characterized in that: The steel cage fixing part (12) includes a movable rod (13) that is slidably inserted into the embedded pipe (10), and a receiving groove (1301) with a lower opening is provided at the bottom of the right end of the movable rod (13). The right end of the pull rod (15) is rotatably connected to the side wall of the receiving groove (1301). The pull rod (15) can be received in the receiving groove (1301), and the right side wall of the receiving groove (1301) can limit the maximum angle of the pull rod (15) to rotate downward.

3. The exterior wall formwork integrated panel according to claim 2, characterized in that: The length of the movable rod (13) is less than that of the embedded pipe (10). The left end of the movable rod (13) is connected to a push-pull rod that can be cut. The end of the push-pull rod away from the movable rod (13) extends to the outside of the embedded pipe (10).

4. The exterior wall formwork integrated panel according to claim 3, characterized in that: The push-pull rod comprises a screw rod (18) and a handle (21) arranged at the left end of the screw rod (18), the handle (21) is located outside the embedded pipe (10), and the right end of the screw rod (18) is rotatably connected to the left end of the movable rod (13); A guide kit is detachably provided inside the embedded pipe (10), the guide kit is movably sleeved on the screw rod (18) and is threadedly connected to the screw rod (18), and a rotation limiting structure for limiting the rotation of the guide kit is provided on the embedded pipe (10).

5. The exterior wall formwork integrated panel according to claim 4, characterized in that: The guide kit includes an annular internal thread kit (19), which is movably sleeved on the screw rod (18) and threadedly connected to the screw rod (18), and a plurality of limiting rods (20) are fixedly provided on the outer wall of the annular internal thread kit (19) and arranged at intervals around the circumference thereof; The rotation limiting structure comprises a plurality of slots (1001) provided on the inner wall of the left end of the embedded pipe (10), the left end of the slot (1001) and the side away from the bottom of the slot are both open structures, and the end of the limiting rod (20) away from the annular internal threaded sleeve (19) is slidably arranged in the slot (1001); A guide bar (14) extending in the left and right directions is provided on the inner wall of the embedded pipe (10); a left and right transparent chute is provided on the side wall of the movable rod (13); and the guide bar (14) is slidably arranged in the chute.

6. The exterior wall formwork integrated panel according to claim 1, characterized in that: The mold-retaining integrated unit plate is provided with a concrete layer (1), a first bonding mortar layer (2), a thermal insulation layer (3), a bonding reinforcement layer (4), a lightweight mortar layer (5), a second bonding mortar layer (6), and an anti-cracking mortar layer (7) in sequence from one end of the steel cage fixing piece (12) close to the tie rod (15) to one end of the steel cage fixing piece (12) away from the tie rod (15); The embedded pipe (10) sequentially penetrates the concrete layer (1), the first bonding mortar layer (2), the thermal insulation layer (3), the bonding reinforcement layer (4), the lightweight mortar layer (5), the second bonding mortar layer (6), and the anti-cracking mortar layer (7); A plurality of first reinforcing bars (11) respectively embedded in the concrete layer (1) and the anti-cracking mortar layer (7) are fixedly provided on the outer side wall of the embedded pipe (10); the included angle between the first reinforcing bars (11) and the embedded pipe (10) is an acute angle.

7. The exterior wall formwork integrated panel according to claim 6, characterized in that: A first convex block (101) protruding upward and extending in the front-to-back direction is integrally connected to the top of the concrete layer (1), and the left-right width of the first convex block (101) is smaller than the left-right width of the concrete layer (1); A first slot (102) corresponding to the first protrusion (101) is provided at the bottom of the concrete layer (1); When upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower first protrusion (101) can be inserted into the upper first slot (102); The first slot (102) of the mold-retaining integrated unit board located at the bottom is filled with a first filling strip (22); A plurality of line grooves (103) are provided on one side of the concrete layer (1) facing the steel cage (8), the line grooves (103) being arranged at intervals up and down and extending in the front-to-back direction. The line grooves (103) are dovetail groove structures, and cast-in-place concrete (9) can be filled into the line grooves (103).

8. The exterior wall formwork integrated panel according to claim 6, characterized in that: A second protrusion (501) protruding upward and extending in the front-to-back direction is integrally connected to the top of the lightweight mortar layer (5), and the left-right width of the second protrusion (501) is smaller than the left-right width of the lightweight mortar layer (5); A second convex block (502) corresponding to the second convex block (501) is provided at the bottom of the lightweight mortar layer (5); When upper and lower adjacent mold-retaining integrated unit plates are spliced together, the lower second protrusion (501) can be inserted into the upper second protrusion (502); The second slot (502) of the mold-retaining integrated unit plate at the bottom is filled with a second filling strip (23).

9. The exterior wall formwork integrated panel according to claim 6, characterized in that: The bonding reinforcement layer (4) includes a steel mesh, and the thermal insulation layer (3) is provided with a plurality of evenly distributed arc-shaped through holes; Arc-shaped reinforcing ribs (24) are provided in the gaps and arc-shaped through holes of the steel mesh. The portion of the reinforcing ribs (24) located on the left side of the steel mesh is pre-buried in the lightweight mortar layer (5), the second bonding mortar layer (6) and the anti-cracking mortar layer (7). The portion of the reinforcing ribs (24) located on the right side of the thermal insulation layer (3) is pre-buried in the first bonding mortar layer (2) and the concrete layer (1).

10. An integrated exterior wall mold protection system, characterized by: It comprises the formwork-retaining integrated plates as described in any one of claims 1 to 9, which are arranged at intervals on the left and right sides, a casting cavity is formed between the formwork-retaining integrated plates on the left and right sides, cast-in-situ concrete (9) is cast in the casting cavity, a steel cage (8) is pre-embedded in the cast-in-situ concrete (9), and the end of the steel cage fixing piece (12) close to the pull rod (15) faces the casting cavity; When the right end of the steel cage fixing member (12) drives the pull rod (15) to be pushed into the casting cavity, the pull rod (15) can automatically hang down in the steel cage (8), and when the steel cage fixing member (12) moves toward the outside of the casting cavity, the pull rod (15) can be hooked on the steel cage (8); The portion of the steel cage fixing member (12) extending into the casting cavity and the pull rod (15) are both pre-buried in the cast-in-place concrete (9); The embedded pipe (10) is then filled with concrete to seal and fix the steel cage fixing member (12) in the embedded pipe (10).

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