Cast-in-place structure wall heat preservation integrated plate fixing assembly and construction method

Abstract

The invention provides a cast-in-place structure wall heat preservation integrated plate fixing assembly and a construction method. The cast-in-place structure wall heat preservation integrated plate fixing assembly comprises a vertical keel assembly, a horizontal keel, a keel connecting assembly and a hoisting assembly. Each vertical keel assembly comprises a main vertical keel rod, a secondary vertical keel rod and fastening adjusting assemblies, the multiple fastening adjusting assemblies are arranged on the main vertical keel rod in a sliding and sleeving mode, and the fastening adjusting assemblies are used for achieving splicing adjustment of every two adjacent heat preservation integrated plates. The keel connecting assembly is used for achieving fixed connection of the main vertical keel rod and the horizontal keel which are perpendicularly distributed, and the hoisting assembly is arranged on the horizontal keel. By means of the fixing assembly, a plurality of thermal insulation integrated plates can be flatly spliced and assembled on the ground, after assembly is completed, the thermal insulation integrated plates are directly hoisted to the preset formwork erecting position through hoisting equipment to be installed and fixed, the assembling efficiency is high when the thermal insulation integrated plates are assembled on the ground, meanwhile, the high-altitude operation time can be shortened, and then the assembling risk is reduced.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction formwork support, in particular to a cast-in-place structure wall thermal integrated board fixing assembly and construction method. BACKGROUND

[0002] As a key link of building energy saving, the core role of external wall thermal insulation is to reduce building energy consumption. By adding a thermal insulation layer to the external wall of the building, heat transfer can be effectively blocked, winter thermal insulation and summer heat insulation performance can be significantly improved, the influence of cold bridge effect on the main structure can be reduced, and the service life of the building can be prolonged.

[0003] In the current construction field, the cast-in-place structure wall thermal integrated board is gradually becoming the mainstream choice for external wall thermal insulation due to its unique thermal insulation and external formwork advantages. This integrated design not only effectively solves the problems of thermal insulation layer falling off and cracking that often occur in traditional thermal insulation methods, but also greatly improves construction efficiency, shortens construction period, reduces the generation of construction waste, and meets the trend of green building development. However, there are still some problems to be solved in the traditional construction process of cast-in-place structure wall thermal integrated board. In construction, the thermal integrated board is hoisted in single pieces and assembled on site at the construction layer, which is prone to problems of excessive gaps between boards, resulting in slurry running during concrete pouring, not only wasting materials, but also affecting the overall quality and appearance of the wall. At the same time, the misalignment between boards is also a common problem, which can damage the flatness of the wall, affect the subsequent decoration construction, and reduce the aesthetic degree of the building. In addition, the traditional construction method has low construction efficiency, high construction cost, long duration of high-altitude work, and high safety risk. SUMMARY

[0004] The purpose of the present application is to provide a cast-in-place structure wall thermal integrated board fixing assembly and construction method, which can realize the flat assembly of multiple thermal integrated boards on the ground using the fixing assembly. After assembly is completed, the assembly is directly hoisted to the predetermined formwork position for installation and fixation using hoisting equipment. The assembly efficiency is high on the ground, which can reduce the time of high-altitude work and in turn reduce the assembly risk.

[0005] The technical solution adopted by the present application to solve the technical problem is: a cast-in-place structure wall thermal integrated board fixing assembly, comprising a vertical keel assembly, a horizontal keel, a keel connecting assembly, and a hoisting assembly. The vertical keel assembly comprises a main vertical keel rod, a secondary vertical keel rod, and a fastening adjustment assembly. A plurality of fastening adjustment assemblies are slidably sleeved on the main vertical keel rod. The fastening adjustment assembly is used to realize the splicing adjustment of adjacent two thermal integrated boards. The keel connecting assembly is used to realize the fixed connection of the main vertical keel rod and the horizontal keel distributed perpendicular to each other. The hoisting assembly is arranged on the horizontal keel.

[0006] Preferably, the main vertical keel rod is in the shape of a I structure, a first dovetail guide rail is arranged on each of the two side walls inside the main vertical keel rod, and a plurality of adjustment operation openings are arranged on the back plate of the main vertical keel rod, and a first long circular hole is arranged between two adjacent adjustment operation openings.

[0007] Further, the fastening and adjusting assembly comprises a connecting carrier, the two sides of the connecting carrier are slidably sleeved on the corresponding first dovetail guide rails, and the connecting carrier corresponds to the adjustment operation openings.

[0008] Further, a containing groove is arranged on the front side of the connecting carrier, a first adjusting bolt, a bolt support frame and a bolt adjusting assembly are arranged in the containing groove; the bolt support frame comprises a perforated ball and a support pipe, one end of the support pipe is fixedly arranged in the perforated ball, four bolt support frames are arranged on the rear side wall of the containing groove in two groups on the left and right, and the perforated ball is sleeved in the corresponding spherical groove, the perforated ball cannot move in the axial direction of the spherical groove, and the first adjusting bolt is sleeved in each support pipe, and the bolt adjusting assembly can realize the mutual approach or separation of the nut ends of the two first adjusting bolts distributed on the left and right.

[0009] Further, the bolt adjusting assembly comprises a hinge assembly, a moving adjusting plate, a second adjusting bolt and a cross-shaped fixing frame; the hinge assembly comprises a support shaft and hinges, the support shaft is vertically fixedly arranged inside the containing groove, the two hinges are hingedly connected with the support shaft, the front parts of the two hinges are sleeved on the front ends of the corresponding support pipes, the moving adjusting plate is located between the two hinges, two connecting rods distributed in up and down are arranged on the left and right sides of the moving adjusting plate, the connecting rods are sleeved in the first sliding grooves opened in the corresponding hinges, a limiting block is fixedly arranged at the outer end of the connecting rod, the cross-shaped fixing frame is fixedly arranged inside the front side of the containing groove, and the second adjusting bolt is rotatably arranged on the cross-shaped fixing frame and the threaded end of the second adjusting bolt is threadedly connected with the moving adjusting plate.

[0010] Further, the threaded end of the first adjusting bolt is in a tapered structure.

[0011] Further, the horizontal keel is in a C-shaped structure, a second dovetail guide rail is arranged on the upper part of the horizontal keel, and a plurality of second long circular holes are arranged in the middle part of the horizontal keel.

[0012] Further, the keel connecting assembly comprises a connecting block, a locking nut and a T-shaped connecting rod, the connecting block is sleeved on the second dovetail guide rail at the bottom, a U-shaped groove is arranged on one side of the connecting block, the vertical rod of the T-shaped connecting rod is provided with external threads at the front end, the horizontal rod of the T-shaped connecting rod can penetrate through the first long circular hole, the vertical rod of the T-shaped connecting rod is sleeved in the U-shaped groove, and the locking nut is sleeved on the threaded end of the vertical rod of the T-shaped connecting rod.

[0013] Further, the hoisting assembly comprises a clamping block and a ∩-shaped hook, the ∩-shaped hook is fixedly arranged on the upper portion of the clamping block, and the bottom of the clamping block is slidingly clamped on the second dovetail guide rail.

[0014] A construction method of a cast-in-place structure wall body heat preservation integrated plate fixing assembly, comprising the cast-in-place structure wall body heat preservation integrated plate fixing assembly according to the above content, and further comprising the following steps: arranging a plurality of heat preservation integrated plates according to the size of the wall body and laying them in a processing area; installing a main vertical keel rod at the inter-joint part between two adjacent heat preservation integrated plates, adjusting the position of the connecting carrier so as to tightly abut against the heat preservation integrated plate and cross-joint installation, installing the first adjusting bolt one by one, after the threaded end of the first adjusting bolt is screwed into the corresponding heat preservation integrated plate, tightly abutting the heat preservation integrated plate 5 against the connecting carrier by rotating the first adjusting bolt; rotating the second adjusting bolt to make the nut end of the two first adjusting bolts away from each other, and realizing the transverse close abutment of the two adjacent heat preservation integrated plates by transversely extruding the heat preservation integrated plate by the threaded end of the first adjusting bolt; installing a primary vertical keel rod between the two adjacent main vertical keel rods; installing a horizontal keel and connecting and fixing the main vertical keel rod and the horizontal keel by using the keel connecting assembly to form an integrated heat preservation integrated wall body, and installing two hoisting assemblies on the uppermost horizontal keel and spacing the two hoisting assemblies.

[0015] The beneficial effects of the present application are: the structure of the present application is relatively simple, which is conducive to the machining and manufacturing of each component according to the existing mechanical processing technology; the fixing assembly in the present application can realize the rapid assembly and overall fixation of several thermal insulation integrated panels on the ground, which not only significantly improves the construction efficiency, but also reduces the risk of high-altitude operation; the assembled overall thermal insulation integrated formwork can be lifted by lifting equipment using the lifting assembly, and can be quickly and accurately positioned and installed at the predetermined formwork position, thereby facilitating to ensure the construction precision and structural stability, and effectively improving the formwork construction efficiency of the cast-in-place wall; the end face of the connecting carrier and the thermal insulation integrated panel is a plane, and the thermal insulation integrated panel is pulled to stably adhere to the connecting carrier by using the first adjusting bolt, thereby effectively avoiding the misalignment of the thermal insulation integrated panel during assembly, and facilitating to improve the flatness of the wall surface after pouring; further, the threaded end portions of the left and right adjacent two first adjusting bolts can be distributed in a splayed shape by using the moving adjusting plate, thereby realizing the extrusion of the thermal insulation integrated panel in the transverse direction, so that the left and right adjacent two thermal insulation integrated panels can be closely adhered, thereby effectively eliminating the gap between the panels and effectively preventing slurry leakage during pouring; the keel connecting assembly adopts a detachable design, which facilitates the on-site assembly and disassembly of the main vertical keel rod and the horizontal keel, thereby improving the construction flexibility and material turnover efficiency. BRIEF DESCRIPTION OF DRAWINGS

[0016] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings needed to be used in the embodiments or the prior art description. Obviously, the drawings in the following description are part of the preferred embodiments of the present application, and other drawings can also be obtained by those skilled in the art without creative labor.

[0017] Figure 1 It is a whole schematic view of a cast-in-place structure wall thermal insulation integrated panel fixing assembly.

[0018] Figure 2 It is a partial schematic view of a cast-in-place structure wall thermal insulation integrated panel fixing assembly.

[0019] Figure 3 It is a schematic view of a main vertical keel rod.

[0020] Figure 4 It is a partial schematic view of a main vertical keel rod.

[0021] Figure 5 It is a whole structure schematic view of a fastening adjusting assembly.

[0022] Figure 6 It is a whole structure side view of a fastening adjusting assembly.

[0023] Figure 7This is a cross-sectional schematic diagram of the fastening and adjustment assembly.

[0024] Figure 8 This is a schematic diagram of the connecting carrier.

[0025] Figure 9 It is a schematic cross-sectional view of the connecting carrier.

[0026] Figure 10 This is a schematic diagram of the combination of the hinge assembly and the movable adjustment plate.

[0027] Figure 11 This is a schematic diagram of the movable adjustment plate.

[0028] Figure 12 This is a structural schematic diagram of a bolt support frame.

[0029] Figure 13 This is a schematic diagram of the structure of the first adjusting bolt.

[0030] Figure 14 This is a schematic diagram of the second adjusting bolt.

[0031] Figure 15 This is a schematic diagram of a horizontal keel.

[0032] Figure 16 This is a partial structural diagram of a horizontal keel.

[0033] Figure 17 This is a schematic diagram of the overall structure of the keel connection assembly.

[0034] Figure 18 This is a schematic diagram of the overall structure of the hoisting assembly.

[0035] In the diagram: 1. Vertical keel; 2. Horizontal keel; 3. Keel connecting assembly; 4. Hoisting assembly; 5. Integrated insulation panel; 11. Vertical keel rod; 12. Fastening and adjusting assembly; 13. Secondary vertical keel rod; 21. Second dovetail guide rail; 22. Second oblong hole; 31. Second dovetail groove; 32. U-shaped groove; 33. T-shaped connecting rod; 34. Locking nut; 35. Connecting block; 41. Clip block; 42. ∩ retaining ring; 111. Adjustment port; 112. First oblong hole; 113. First dovetail guide rail; 121. Connecting carrier; 122. Bolt adjusting assembly; 123. First adjusting bolt; 124. Second adjusting bolt; 125. Bolt support frame; 1211. First dovetail groove; 1212. Cross-shaped fixing frame; 1213. Spherical groove; 12121. Adjustment hole. ; 12122 Bearing mounting hole; 12123 Bearing; 1221 Support shaft; 1222 Hinge; 1223 Adjustable moving plate; 12221 Hinge tube; 12222 Through hole; 12223 First slide groove; 12231 Connecting rod; 12232 Adjusting threaded hole; 1231 Straight section; 1232 Tapered section; 12321 External thread one; 1241 External thread two; 1251 Perforated ball; 1252 Support tube. Detailed Implementation

[0036] The following will describe specific embodiments and appendices. Figures 1-18 The technical solutions in the embodiments of the present invention are clearly and completely described below. Obviously, the described embodiments are only some preferred embodiments of the present invention, and not all embodiments. Those skilled in the art can make similar modifications without departing from the spirit of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0037] This invention provides a fixing assembly for an integrated insulation panel for cast-in-place wall structures (such as...). Figure 1The system includes vertical keel components 1, horizontal keels 2, keel connecting components 3, and hoisting components 4. In practical applications, the vertical keel components 1 provide vertical support for multiple integrated insulation panels 5, and the horizontal keels 2 provide lateral support for multiple integrated insulation panels 5. Several vertical keel components 1 and several horizontal keels 2 are fixedly connected by several keel connecting components 3 to form a stable spatial support frame. The vertical keel components 1 include main vertical keel rods 11, secondary vertical keel rods 13, and fastening adjustment components 12. Several fastening adjustment components 12 are slidably sleeved on the main vertical keel rods 11. In practical applications, the fastening adjustment components 12 are adjusted by moving up and down on the main vertical keel rods 11. The fastening adjustment components 12 are used to adjust the movement of two adjacent integrated insulation panels 5. In the splicing and adjustment process, the fastening adjustment component 12 can be fixedly connected to the corresponding integrated insulation panel 5 during the actual application adjustment process. Then, the fastening adjustment component 12 can be used to fix the integrated insulation panel 5 to the vertical keel component 1. The keel connection component 3 is used to fix the mutually perpendicularly distributed main vertical keel rod 11 and horizontal keel 2. In the actual application process, the keel connection component 3 uses a detachable connection method to achieve a stable connection with the main vertical keel rod 11 and horizontal keel 2, ensuring the overall structural strength and assembly flexibility. The hoisting component 4 is set on the horizontal keel 2. After several integrated insulation panels 5 are spliced ​​and fixed using the fixing component in this invention, the hoisting equipment can be connected to the hoisting component 4 to hoist the entire splicing component to the designated position, thereby improving construction efficiency. This fixing component allows for the flat splicing and assembly of multiple integrated insulation panels 5 on the ground. After assembly, the panels can be directly hoisted to the predetermined formwork position for installation and fixing using hoisting equipment. Assembling on the ground is highly efficient and reduces the time spent working at height, thereby lowering the assembly risk.

[0038] Based on the above embodiments, the specific implementation of the main vertical keel rod 11 is as follows: the main vertical keel rod 11 has a []-shaped structure, and is formed by bending a steel plate of a certain thickness. A first dovetail guide rail 113 is provided on each of the two inner side walls of the main vertical keel rod 11. The first dovetail guide rail 113 can be fixedly connected to the inner side wall of the main vertical keel rod 11 by welding. The two first dovetail guide rails 113 are symmetrically arranged. Several adjustment operation ports 111 are provided on the back plate of the main vertical keel rod 11. In actual application, the adjustment operation ports 111 can be used to facilitate the position adjustment and connection operation of the corresponding fastening adjustment components 12. A first elongated hole 112 is provided between two adjacent adjustment operation ports 111. In actual application, the first elongated hole 112 is used to cooperate with the keel connection component 3 to realize the connection and fixation of the main vertical keel rod 11 and the horizontal keel 2.

[0039] Based on the above embodiments, the specific implementation of the fastening adjustment component 12 is as follows: The fastening adjustment component includes a connecting carrier 121, the two sides of which are slidably sleeved on the corresponding first dovetail guide rails 113. Specifically, the connecting carrier 121 has first dovetail grooves 1211 on both sides that match the first dovetail guide rails 113. By using the two first dovetail guide rails 113 to guide the sliding of the connecting carrier 121, it can be ensured that the connecting carrier 121 slides smoothly on the main vertical keel rod 11 without detaching. In actual application, in order to facilitate the maintenance of good overall flatness of several spliced ​​integrated insulation panels 5, the rear end face of the connecting carrier 121 is flush with the rear end face of the main vertical keel rod 11 after the connecting carrier 121 is sleeved on the main vertical keel rod 11. The connecting carrier 121 corresponds to the adjustment operation port 111, and the adjustment operation port 111 can be used to facilitate the adjustment operation of the relevant components installed on the connecting carrier 121. Furthermore, a receiving groove is provided on the front side of the connecting carrier 121, and a first adjusting bolt 123, a bolt support frame 125, and a bolt adjusting assembly 122 are provided in the receiving groove. The bolt support frame 125 includes a perforated ball 1251 and a support tube 1252. One end of the support tube 1252 is fixedly disposed in the perforated ball 1251. The four bolt support frames 125 are arranged in pairs on the rear side wall of the receiving groove, and the perforated ball 1251 is fitted in the corresponding spherical groove 1213. In this specific embodiment, the structure of the perforated ball 1251 is basically the same as the inner ring structure of the rod end joint bearing in the prior art. The fit relationship between the perforated ball 1251 and the spherical groove 1213 is the same as that between the inner and outer rings of the existing rod end joint bearing, which is a spherical fit. By utilizing the spherical fit between the perforated ball 1251 and the spherical groove 1213, the bolt support frame 123 can be adjusted. 25. The angle can be flexibly adjusted in space to adapt to different directional adjustment needs; the perforated ball 1251 cannot move along its axial direction in the spherical groove 1213. A first adjusting bolt 123 is fitted in each of the support tubes 1252. In this specific embodiment, when the first adjusting bolt 123 passes out from the support tube 1252, its screw part is inserted into the corresponding integrated insulation plate 5. By rotating the first adjusting bolt 123, it can be driven to move along the axial direction of the support tube 1252, thereby adjusting the tightness of the connection between the integrated insulation plate 5 and the main vertical keel rod 11 and the connecting carrier 121; when all the integrated insulation plates 5 are tightly fitted with the connecting carrier 121 and the main vertical keel rod 11 using the first adjusting bolt 123, the flatness and stability of the overall installation surface of the integrated insulation plate can be effectively guaranteed, and problems such as misalignment or warping between two adjacent integrated insulation plates 5 can be effectively avoided.The bolt adjustment assembly 122 can move the nut ends of the two first adjustment bolts 123, which are distributed on the left and right, closer or further apart. The first adjustment bolt assembly 122 is supported by the bolt support frame 125, thus achieving swing adjustment. In actual application, when the nut ends of the two first adjustment bolts 123 move further apart, the thread ends of the two first adjustment bolts 123 tend to move closer together, thereby achieving lateral compression on the corresponding integrated insulation panel 5, ensuring that the two adjacent integrated insulation panels 5 are tightly fitted laterally, eliminating gaps between the panels, and improving the overall sealing and insulation performance. After the nut ends of the two first adjustment bolts 123 move further apart, the thread end of each first adjustment bolt 123 simultaneously applies a pressure pointing towards the connecting carrier to the corresponding integrated insulation panel 5, so that the integrated insulation panel 5 is tightly fitted to the surface of the connecting carrier 121, further enhancing the installation stability of the integrated insulation panel 5 and the consistency of the overall structure. Furthermore, to facilitate the smooth screwing of the first adjusting bolt 123 into the corresponding integrated insulation plate 5, the first adjusting bolt 123 includes a straight section 1231 and a threaded section 1232. The straight section 1231 is located at the nut end, and the threaded section 1232 is located at the end. The straight section 1231 slides in contact with the inner wall of the support tube 1252. An external thread 12321 is provided on the side wall of the threaded section 1232, and the threaded section 1232 has a tapered structure. The thread structure of the external thread 12321 is the same as the thread structure of the self-tapping screw in the prior art. Thus, when the first adjusting bolt 123 is rotated, its front end can be smoothly screwed into the base of the integrated insulation plate 5.

[0040] Based on the above embodiments, the specific implementation of the bolt adjusting assembly 122 is as follows: The bolt adjusting assembly 122 includes a hinge assembly, a movable adjusting plate 1223, a second adjusting bolt 124, and a cross-shaped fixing bracket 1212; the hinge assembly includes a support shaft 1221 and hinges 1222, the support shaft 1221 is vertically fixed inside the receiving groove, and the two hinges 1222 are hingedly connected to the support shaft 1221. Specifically, the hinges 1222 are L-shaped, and a plurality of hinge tubes 12221 are provided at one end of the hinges 1222. The hinge tubes 12221 on the two hinges 1222 are staggered vertically, and each hinge tube 12221 is rotatably sleeved on the support shaft 1221. Two hinges 1222 can rotate freely around the support shaft 1221. The front parts of the two hinges 1222 are sleeved on the front ends of the corresponding support tubes 1252. Specifically, two vertically distributed through holes 12222 are provided at the front ends of the hinges 1222, and the front ends of the support tubes 1252 are sleeved in the corresponding through holes 12222. The movable adjustment plate 1223 is located between the two hinges 1222. Two vertically distributed connecting rods 12231 are provided on both the left and right sides of the movable adjustment plate 1223. The connecting rods 12231 are sleeved in the first sliding grooves 12223 opened on the corresponding hinges 1222. A limiting device is fixedly provided at the outer end of the connecting rods 12231. The limiting block effectively prevents the connecting rod 12231 from disengaging from the corresponding first slide groove 12223, thereby ensuring a reliable connection between the movable adjusting plate 1223 and the two hinges 1222. The cross-shaped fixing frame 1212 is fixedly installed inside the front side of the receiving groove, and the second adjusting bolt 124 is rotatably mounted on the cross-shaped fixing frame 1212. Specifically, an adjusting hole 12121 is provided in the middle of the cross-shaped fixing frame 1212, and a bearing mounting hole 12122 is provided inside the rear side of the adjusting hole 12121. A bearing 12123 is fixedly installed in the bearing mounting hole 12122, and the second adjusting bolt 124 is installed on the bearing 12123 by interference fit. In the inner ring of 123, the bearing 12123 is used to support the rotation of the second adjusting bolt 124 while ensuring its axial fixation. The threaded end of the second adjusting bolt 124 is threadedly connected to the movable adjusting plate 1223. Specifically, the movable adjusting plate 1223 is provided with an adjusting threaded hole 12232, which is threadedly engaged with the external thread 1241 on the second adjusting bolt 124. When the second adjusting bolt 124 is rotated, it can push the movable adjusting plate 1223 to move back and forth along the axial direction of the second adjusting bolt 124, thereby realizing the opening and closing action of the two hinges 1222, which in turn drives the two first adjusting bolts 123 to swing and adjust synchronously.

[0041] Based on the above embodiments, the specific implementation of the horizontal keel 2 is as follows: the horizontal keel 2 has a C-shaped structure, a second dovetail guide rail 21 is provided on the upper part of the horizontal keel 2, and a plurality of second elongated holes 22 are provided in the middle part of the horizontal keel 2. In actual application, the second elongated holes 22 can be used to pass through the tie rods to realize the connection and fixation between the horizontal keel 2 and the main vertical keel rod 11.

[0042] Based on the above embodiments, the specific implementation of the keel connecting assembly 3 is as follows: The keel connecting assembly 3 includes a connecting block 35, a locking nut 34, and a T-shaped connecting rod 33. The bottom of the connecting block 35 is sleeved on the second dovetail guide rail 21. Specifically, a second dovetail groove 31 adapted to the second dovetail guide rail 21 is provided at the bottom of the connecting block 35. By using the second dovetail guide rail 21 to guide the connecting block 35, the connecting block 35 can slide freely along the extension direction of the horizontal keel 2, thereby realizing flexible position adjustment. A U-shaped groove 32 is provided on one side of the connecting block 35, and the U-shaped groove 32 is in communication with the outside. The front end of the vertical rod of the T-shaped connecting rod 33 is provided with an external thread, and the horizontal rod of the T-shaped connecting rod 33 can... The T-shaped connecting rod 33 is inserted through the first elongated hole 112. The vertical rod of the T-shaped connecting rod 33 is fitted into the U-shaped groove 32. The locking nut 34 is fitted onto the threaded end of the vertical rod of the T-shaped connecting rod 33. When the main vertical keel rod 11 and the horizontal keel 2 are connected using the keel connecting assembly 3, the horizontal rod of the T-shaped connecting rod 33 passes through the first elongated hole 112 on the main vertical keel rod 11. Then, the T-shaped connecting rod 33 is rotated so that its horizontal rod is perpendicular to the long axis of the first elongated hole 112. Then, the connecting block 35 is moved so that the vertical rod of the T-shaped connecting rod 33 is embedded into the U-shaped groove 32. Finally, the locking nut 34 is tightened to fix the T-shaped connecting rod 33 and the connecting block 35, thereby achieving a stable connection between the main vertical keel rod 11 and the horizontal keel 2.

[0043] Based on the above embodiments, the specific implementation of the hoisting component 4 is as follows: The hoisting component 4 includes a snap-fit ​​block 41 and a U-shaped hook 42. The U-shaped hook 42 is fixedly disposed on the upper part of the snap-fit ​​block 41. The bottom of the snap-fit ​​block 41 is slidably snapped onto the second dovetail guide rail 21. Specifically, a third dovetail groove adapted to the second dovetail guide rail 21 is provided at the bottom of the snap-fit ​​block 41. By using the second dovetail guide rail 21 to guide the snap-fit ​​block 41, it can slide freely along the extension direction of the horizontal keel 2, thereby facilitating the adjustment of the hoisting position. The U-shaped hook 42 is adapted to the hooks of existing hoisting equipment, which facilitates the direct attachment of the hoisting equipment and the overall hoisting of the vertical keel 1, horizontal keel 2 and insulation integrated panel 5 components.

[0044] A construction method for a fixing assembly of an integrated insulation panel for a cast-in-place wall structure includes the fixing assembly of the integrated insulation panel for a cast-in-place wall structure as described in the above embodiment. The construction method further includes the following steps: Arranging several integrated insulation panels 5 according to the wall dimensions and laying them flat in the processing area; assembling the integrated insulation panels 5 flat on a horizontal surface reduces the assembly difficulty; installing main vertical keel rods 11 at the joint between adjacent integrated insulation panels 5; adjusting the position of the connecting carrier 121 to make it tightly adhere to the integrated insulation panel 5 and install it across the joint; installing first adjusting bolts 123 one by one; after screwing the threaded end of the first adjusting bolt 123 into the corresponding integrated insulation panel 5, rotating the first adjusting bolt 123 to make the integrated insulation panel 5 and the connecting carrier 121 tightly adhere; utilizing the screwing depth of the threaded ends of several first adjusting bolts 123 within the integrated insulation panel 5, the connection tightness between the main vertical keel rod 11 and the integrated insulation panel 5 is fixed; simultaneously, utilizing the connecting... The carrier 121 provides flat support for the integrated insulation panel 5, effectively preventing misalignment and ensuring that all integrated insulation panels 5 form a complete and flat insulation wall system. By rotating the second adjusting bolt 124, the nut ends of the two first adjusting bolts 123 are moved away from each other, and the threaded ends of the first adjusting bolts 123 are used to laterally compress the integrated insulation panel 5, achieving a tight lateral fit between adjacent integrated insulation panels 5. This effectively prevents grout leakage during the pouring process. A secondary vertical keel 13 is installed between two adjacent main vertical keel rods 11. In this specific embodiment, the secondary vertical keel 13 can be made of wood. Horizontal keels 2 are installed, and several main vertical keel rods 11, secondary vertical keel rods 13, and horizontal keels 2 are distributed in a grid pattern. The main vertical keel rods 11 and horizontal keels 2 are connected and fixed using keel connecting components 3 to form an integrated insulation wall. Two hoisting components 4 are installed on the uppermost horizontal keel 2, with the two hoisting components 4 spaced apart.

[0045] In this invention, "upper," "lower," "front," "back," "left," and "right" are all relative positions used for the convenience of describing positional relationships, and therefore cannot be understood as absolute positions as limitations on the scope of protection.

[0046] Except for the technical features described in the specification, all other technologies are known to those skilled in the art.

[0047] The preferred embodiments and examples of the present invention have been described in detail above with reference to the accompanying drawings. However, the present invention is not limited to the above embodiments and examples. For those skilled in the art, several improvements and modifications can be made without departing from the concept of the present invention, and these improvements and modifications should also be considered within the scope of protection of the present invention.

Claims

1. A fixing assembly for an integrated thermal insulation panel in a cast-in-place wall structure, characterized in that, It includes a vertical keel assembly, a horizontal keel, a keel connecting assembly, and a hoisting assembly; the vertical keel assembly includes a main vertical keel rod, a secondary vertical keel rod, and a fastening and adjusting assembly, with several of the fastening and adjusting assemblies slidably sleeved on the main vertical keel rod. The fastening and adjusting assemblies are used to realize the splicing and adjustment of two adjacent integrated insulation panels. The keel connecting assembly is used to realize the fixed connection of the mutually perpendicularly distributed main vertical keel rod and horizontal keel. The hoisting assembly is set on the horizontal keel.

2. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 1, characterized in that, The main vertical keel rod has a []-shaped structure. A first dovetail-shaped guide rail is provided on each of the two inner side walls of the main vertical keel rod. Several adjustment operation ports are provided on the back plate of the main vertical keel rod, and a first elongated hole is provided between two adjacent adjustment operation ports.

3. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 2, characterized in that, The fastening and adjustment assembly includes a connecting carrier, the two sides of which are slidably sleeved on the corresponding first dovetail guide rails, and the connecting carrier corresponds to the adjustment operation port.

4. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 3, characterized in that, in A receiving groove is provided on the front side of the connecting carrier. A first adjusting bolt, a bolt support frame, and a bolt adjusting assembly are provided in the receiving groove. The bolt support frame includes a perforated ball and a support tube. One end of the support tube is fixedly installed in the perforated ball. Four bolt support frames are arranged in pairs on the rear side wall of the receiving groove, and the perforated ball is fitted in the corresponding spherical groove. The perforated ball cannot move along its axial direction in the spherical groove. A first adjusting bolt is fitted in each support tube. The bolt adjusting assembly can make the nut ends of the two first adjusting bolts distributed on the left and right move closer or further apart.

5. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 4, characterized in that, The bolt adjustment assembly includes a hinge assembly, a movable adjustment plate, a second adjustment bolt, and a cross-shaped fixing bracket. The hinge assembly includes a support shaft and hinges. The support shaft is vertically fixed inside the receiving groove. Two hinges are hinged to the support shaft. The front parts of the two hinges are sleeved on the front ends of the corresponding support tubes. The movable adjustment plate is located between the two hinges. Two vertically distributed connecting rods are provided on both the left and right sides of the movable adjustment plate. The connecting rods are sleeved in the first sliding grooves opened on the corresponding hinges. A limiting block is fixedly provided at the outer end of the connecting rod. The cross-shaped fixing bracket is fixedly provided inside the front side of the receiving groove. The second adjustment bolt is rotatably mounted on the cross-shaped fixing bracket, and the threaded end of the second adjustment bolt is threadedly connected to the movable adjustment plate.

6. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 5, characterized in that, The threaded end of the first adjusting bolt has a tapered structure.

7. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 6, characterized in that, The horizontal keel has a C-shaped structure, a second dovetail-shaped guide rail is provided on the upper part of the horizontal keel, and several second oblong holes are provided in the middle part of the horizontal keel.

8. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 7, characterized in that, The keel connecting assembly includes a connecting block, a locking nut, and a T-shaped connecting rod. The bottom of the connecting block is fitted onto the second dovetail guide rail. A U-shaped groove is provided on one side of the connecting block. The front end of the vertical rod of the T-shaped connecting rod is provided with an external thread. The horizontal rod of the T-shaped connecting rod can pass through the first elongated hole. The vertical rod of the T-shaped connecting rod is fitted into the U-shaped groove. The locking nut is fitted onto the threaded end of the vertical rod of the T-shaped connecting rod.

9. The fixing assembly for the integrated insulation panel of the cast-in-place structural wall as described in claim 8, characterized in that, The hoisting assembly includes a snap-fit ​​block and a U-shaped hook. The U-shaped hook is fixedly installed on the upper part of the snap-fit ​​block, and the bottom of the snap-fit ​​block is slidably snapped onto the second dovetail guide rail.

10. A construction method for a fixing assembly of an integrated insulation panel for cast-in-place wall structures, characterized in that, The construction method, including the cast-in-place structural wall insulation integrated panel fixing assembly according to claim 9, further includes the following steps: arranging several insulation integrated panels according to the wall dimensions and laying them flat in the processing area; installing main vertical keel rods at the joint between adjacent insulation integrated panels, adjusting the position of the connecting carrier to make it tightly adhere to the insulation integrated panel and install it across the joint; installing the first adjusting bolts one by one, after screwing the threaded end of the first adjusting bolt into the corresponding insulation integrated panel, rotating the first adjusting bolt to make the insulation integrated panel 5 tightly adhere to the connecting carrier; rotating the second adjusting bolt to make the nut ends of the two first adjusting bolts move away from each other, using the threaded end of the first adjusting bolt to laterally compress the insulation integrated panel to achieve lateral tight adhesion between adjacent insulation integrated panels; installing a vertical keel rod between two adjacent main vertical keel rods; installing horizontal keel, and using the keel connecting assembly to connect and fix the main vertical keel rod to the horizontal keel to form an integrated insulation wall; installing two hoisting assemblies on the uppermost horizontal keel with the two hoisting assemblies spaced apart.

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