Construction process of composite disassembly-free thermal insulation integrated board

Abstract

The invention relates to the field of building construction technologies, in particular to a construction process of a composite non-dismantling heat-preservation integrated board, which comprises the following steps: S1, hoisting preparation: arranging and cutting the heat-preservation integrated board according to construction requirements; s2, the heat preservation integrated plate is installed, specifically, the connecting assembly is connected with the building structure according to the construction requirement, and the connecting assembly is connected with the heat preservation integrated plate; s3, formwork supporting and reinforcing are conducted, specifically, vertical secondary keels on the inner side and the outer side of the outer wall are installed, horizontal main keels are transversely installed, and then formworks on the inner side and the outer side are reinforced; s4, concrete pouring is conducted, specifically, concrete pouring is conducted after all the formwork mounting and reinforcing steps are completed, and the formworks are removed after concrete is fully solidified; and S5, follow-up reinforcement is conducted, specifically, necessary reinforcement treatment is conducted on the poured structure, and an all-steel climbing frame support protection base plate and an all-steel climbing frame support are installed. On the premise that the stable heat preservation effect and construction safety are guaranteed, the effect of efficient construction of the composite disassembly-free heat preservation integrated plate is achieved.

Description

Technical Field

[0001] The present application relates to the field of building construction technology, and in particular to the construction process of a composite non-disassembly-free thermal insulation integrated panel. Background Art

[0002] In the field of construction, with the continuous improvement of energy-saving standards, insulation materials and their construction methods have become the focus of research. Composite non-disassembly insulation integrated panels, as a new type of building material that integrates insulation and structural functions, have gradually attracted attention from the industry.

[0003] The traditional method of installing insulation boards usually requires first installing the insulation boards separately, then installing the formwork, and then pouring concrete. During this process, the formwork needs to be disassembled and assembled many times, which not only seriously affects the construction efficiency, but may also cause damage to the insulation boards, thereby affecting the insulation effect. At the same time, due to the lack of effective support and reinforcement methods, there are also major safety risks during the construction process.

[0004] Regarding the above-mentioned related technologies, although some improved construction methods have been proposed in an attempt to solve the above-mentioned problems, while improving the construction efficiency, it is often difficult to take into account the stability of the thermal insulation effect and the safety of the construction. Therefore, how to achieve efficient construction of composite non-disassembly thermal insulation integrated panels while ensuring the stability of the thermal insulation effect and the safety of the construction has become a technical problem that needs to be urgently solved in this field. Summary of the invention

[0005] In order to achieve efficient construction of composite non-disassembly insulation integrated panels under the premise of ensuring stable insulation effect and safe construction, this application provides a construction process for composite non-disassembly insulation integrated panels.

[0006] The construction process of the composite non-disassembly insulation integrated board provided in this application adopts the following technical solution: A composite non-disassembly insulation integrated board construction process, comprising: S1: Preparation for hoisting: layout and cut the thermal insulation integrated panels according to the construction requirements to ensure that each thermal insulation integrated panel can accurately match the installation position; S2: Install the thermal insulation integrated panel: Connect the connection components to the building structure according to the construction requirements, use the hoisting mechanism to hoist the thermal insulation integrated panel to the predetermined position, and connect the connection components to the thermal insulation integrated panel; S3: Formwork support and reinforcement: Install the vertical secondary keels on the inside and outside of the exterior wall, install the horizontal main keels horizontally, fix the main and secondary keels of the inner and outer formworks, adjust the position and verticality of the formworks, and before installing the first layer of the composite insulation integrated board, place square wood on the reserved tension screws to ensure that the bottom surface of the composite insulation integrated board is flat, and then reinforce the formworks on both sides of the inside and outside; S4: Concrete pouring: After all the formwork installation and reinforcement steps are completed, concrete pouring is carried out, and the formwork is removed after the concrete is fully solidified; S5: Subsequent reinforcement: Carry out necessary reinforcement treatment on the cast structure and install the all-steel climbing frame support protection pad and all-steel climbing frame support.

[0007] By adopting the above technical solution, when it is necessary to construct the thermal insulation integrated panels, first, the thermal insulation integrated panels should be laid out and cut according to the construction requirements to ensure that each thermal insulation integrated panel can be accurately matched to the position, and then the thermal insulation integrated panels should be transported to the construction site for reasonable storage, and then the connecting components and the building structure should be connected according to the construction requirements, and the thermal insulation integrated panels should be hoisted to the appropriate position by a hoisting mechanism, and the thermal insulation integrated panels and the connecting components should be connected to install the thermal insulation integrated panels, and then the formwork should be installed and reinforced, and then concrete should be poured after all the formwork installation and reinforcement steps are completed, and the concrete should be removed after it is fully solidified. The formwork is then reinforced by an all-steel climbing frame. Compared with the related technology, the present application uses an integrated construction process to closely link various steps, thereby achieving efficient, stable and safe installation of composite non-disassembly insulation integrated panels. There is no need to disassemble and assemble the formwork multiple times, which also reduces the damage to the insulation integrated panels. The reinforcement treatment of the tension screws significantly improves the stability and safety of the construction process. The application of the all-steel climbing frame provides great convenience for the construction of multi-story buildings and further shortens the overall construction period. It is conducive to ensuring the stability of the insulation effect and the safety of the construction, while achieving efficient construction of composite non-disassembly insulation integrated panels.

[0008] Optionally, in step S2, there are multiple connecting components, and the multiple connecting components are distributed along preset positions. The connecting components include a connecting plate, and the connecting plate includes a vertical portion and a horizontal portion. The vertical portion and the horizontal portion are perpendicular to each other. The vertical portion is fixed to the building structure, and the horizontal portion faces a side away from the building structure. The horizontal portion is fitted with the thermal insulation integrated panel, and the length of the horizontal portion is consistent with the thickness of the thermal insulation integrated panel. A horizontal groove for inserting the horizontal portion is provided on the side of the thermal insulation integrated panel close to the horizontal portion, and the horizontal portion is fitted with the horizontal groove.

[0009] By adopting the above technical solution, the connecting plate is first connected to the building structure, and then a horizontal groove is opened on the thermal insulation integrated board according to the design requirements and construction specifications. The thermal insulation integrated board is hoisted to a suitable position by a hoisting mechanism. The personnel adjust the position of the thermal insulation integrated board by hand and move the thermal insulation integrated board so that the horizontal part is inserted into the horizontal groove. By setting the connecting plate, on the one hand, the cooperation between the horizontal part and the horizontal groove can position the thermal insulation integrated board, which is convenient for installing the thermal insulation integrated board; on the other hand, the horizontal part provides support force in the horizontal direction and the vertical part provides support force in the vertical direction, which is convenient for supporting the thermal insulation integrated board and increasing the stability of the thermal insulation integrated board.

[0010] Optionally, the connection assembly further includes a fixing member, which is sequentially passed through the horizontal portion and the thermal insulation integrated plate, and is used to fix the horizontal portion and the thermal insulation integrated plate.

[0011] By adopting the above technical solution and providing fixing parts, the horizontal portion and the thermal insulation integrated panel can be further fixed, thereby increasing the stability of the thermal insulation integrated panel.

[0012] Optionally, the connection assembly further includes a fastener including a plurality of floating nails, the floating nails are connected to the building structure, and the thermal insulation integrated panel is provided with pre-drilled holes for the floating nails to pass through, and the diameter of the pre-drilled holes is slightly larger than the diameter of the floating nails.

[0013] By adopting the above technical solution, the installation position of the floating nails is determined according to the design requirements and construction specifications to ensure that the nails are evenly distributed and provide sufficient fixing force. At the marked position, a suitable drill bit is used to pre-drill holes on the thermal insulation integrated board. The purpose of pre-drilling is to prevent the floating nails from causing excessive pressure on the insulation material when being driven in, so as to avoid material rupture or deformation. The diameter of the pre-drilled hole is slightly larger than the diameter of the floating nail, which facilitates the connection between the floating nail and the thermal insulation integrated board. By setting multiple floating nails, the thermal insulation integrated board can be further positioned to increase the stability of the thermal insulation integrated board.

[0014] Optionally, step S2 includes S21: Installing the connection components: connecting a plurality of the connection components to the building structure at preset positions; S22: Installing the composite non-disassembly thermal insulation integrated panel: hoisting the thermal insulation integrated panel to a suitable position through a hoisting mechanism, and connecting the thermal insulation integrated panel to the connection assembly; S23: Install the tension screws: Determine the spacing of the tension screws according to the construction plan of the composite non-disassembly thermal insulation integrated board, and make holes from the inside to the outside at the corresponding positions of the composite non-disassembly thermal insulation integrated board. The holes should be made to ensure that the screws are perpendicular to the inner and outer walls after being inserted. The hole position cannot be located at the board seam, and the hole position should be no less than 50mm away from the edge of the board seam. Insert the tension screws and preliminarily adjust the bolts.

[0015] By adopting the above technical solution, when installing the thermal insulation integrated panel, first, connect the connection assembly to the building structure, then use the lifting mechanism to lift the thermal insulation integrated panel to a suitable position, connect the thermal insulation integrated panel to the connection assembly, and then pass the tension screw through the thermal insulation integrated panel and the building structure, so as to further increase the stability of the connection of the thermal insulation integrated panel.

[0016] Optionally, step S4 includes S41: Before pouring concrete, the outer formwork of the composite non-disassembly insulation integrated board should be cleaned with water to ensure it is clean and moist; S42: The method of segmented pouring is adopted. The concrete is first poured in segments to a certain height, then vibrated and continued to pour.

[0017] By adopting the above technical solution, after the formwork is installed and reinforced, the thermal insulation integrated board is cleaned by sprinkling water to ensure its cleanliness and moisture. By adopting the segmented pouring method, when pouring adjacent sections, it should be ensured that the concrete of the previous section has not been completely solidified to ensure good connection between the sections. The segmented pouring can realize the simultaneous construction of multiple sections and improve construction efficiency.

[0018] Optionally, in step 23, horizontal support rods and diagonal support rods are further provided, wherein the horizontal support rod is connected between two adjacent thermal insulation integrated panels, and the diagonal support rod is connected between the thermal insulation integrated panel and the building structure, to jointly provide additional support and stability.

[0019] By adopting the above technical solution, the horizontal support rods and the diagonal support rods form a more stable support system, which together provide additional supporting force and stability, thereby ensuring stable support.

[0020] Optionally, the number of the floating nails should be 6-10 per square meter, with a spacing of no more than 550 mm, and the length should be sufficient to ensure that the anchoring depth into the concrete structure is no less than 80 mm.

[0021] By adopting the above technical solution, there should be 6 to 10 floating nails per square meter, and the spacing should not exceed 550 mm, which can further enhance the stability of the connection of the thermal insulation integrated panel.

[0022] Optionally, in step S22, the thermal insulation integrated panel is 50 mm higher than the cast-in-place concrete surface, so that the thermal insulation integrated panel and the concrete form an upper and lower tongue and groove.

[0023] By adopting the above technical solution, by forming a tongue and groove, the tongue and groove can increase the contact area between the thermal insulation integrated panel and the concrete, thereby improving the connection strength between the two and ensuring the overall stability and durability of the structure. The tongue and groove design can simplify the connection process between the thermal insulation integrated panel and the concrete, avoid the use of too many connectors, improve construction efficiency, and reduce material waste.

[0024] Optionally, in step S5, a lifting device is installed under the installed all-steel climbing frame, and the overall lifting of the all-steel climbing frame is achieved by controlling the lifting and lowering operation of the lifting device. After lifting to a predetermined position, the all-steel climbing frame is fixed and stabilized.

[0025] By adopting the above technical solution, the overall lifting of the all-steel climbing frame is achieved by controlling the lifting operation of the lifting device. Finally, after lifting to the predetermined position, the all-steel climbing frame is fixed and stabilized to ensure that it can safely and reliably support subsequent construction layers. The construction preparations for the next layer can be carried out quickly, further shortening the overall construction period.

[0026] In summary, the present application includes at least one of the following beneficial technical effects: 1. Compared with the related art, this application realizes efficient, stable and safe installation of composite non-disassembly thermal insulation integrated panels through an integrated construction process, which closely links various steps. There is no need to disassemble and assemble the formwork multiple times, which also reduces the damage of the thermal insulation integrated panels. The reinforcement treatment of the tension screws significantly improves the stability and safety of the construction process. The application of the all-steel climbing frame provides great convenience for the construction of multi-story buildings, further shortens the overall construction period, and is conducive to ensuring the efficient construction of composite non-disassembly thermal insulation integrated panels under the premise of stable thermal insulation effect and safe construction. 2. By setting the connecting plate, on the one hand, the cooperation between the horizontal part and the horizontal groove can position the thermal insulation integrated board, which is convenient for installing the thermal insulation integrated board; on the other hand, the horizontal part provides a horizontal support force, and the vertical part provides a vertical support force, which is convenient for supporting the thermal insulation integrated board and increasing the stability of the thermal insulation integrated board; 3. By arranging the tension screws and passing the tension screws through the thermal insulation integrated panel and the building structure, the stability of the thermal insulation integrated panel connection can be further increased. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 Schematic diagram of the overall structure of this embodiment; Figure 2 Schematic diagram of the structure of the limiter in this embodiment; Figure 3 is a cross-sectional view of the thermal insulation integrated panel in this embodiment; Figure 4 yes Figure 3 A is an enlarged view of the middle image.

[0028] Explanation of the reference numerals: 1. Insulation integrated board; 11. Horizontal groove; 12. Pre-drilled hole; 2. Connection assembly; 21. Connection plate; 211. Vertical portion; 212. Horizontal portion; 22. Fixing piece; 23. Fastener; 231. Floating nail; 24. Limiter; 3. Tension screw; 4. Formwork; 41. Inner formwork; 411. Adjustable diagonal support; 42. Outer formwork; 5. All-steel climbing frame; 51. Standard section; 511. Vertical pole; 512. Cross bar; 513. Diagonal bar. DETAILED DESCRIPTION

[0029] The following is combined with Figure 1-4This application is described in further detail.

[0030] The embodiments of the present application disclose a construction process for a composite non-disassembly-free thermal insulation integrated panel.

[0031] Example 1 The construction process of composite non-disassembly insulation integrated board includes: S1: Lifting preparation S11: Marking and cutting: The dimensions should be reviewed according to the design drawings and panel layout drawings, and the installation control line should be set. The installation control line of each thermal insulation integrated panel 1 should be marked, and the specific dimensions of the composite non-disassembly thermal insulation integrated panel 1 should be determined according to the requirements of the drawings, and the panel should be cut to ensure that each thermal insulation panel can accurately match the installation position, reduce the adjustment time during construction, and improve construction efficiency; S12: Hoisting: transport the prefabricated thermal insulation integrated panels 1 to the construction site. The composite non-disassembly thermal insulation integrated panels 1 should be stored on a flat and dry site and covered with colored strips of cloth or rain cloth to prevent deformation of the template 4 caused by sun and rain. The panels should be neatly stacked according to model.

[0032] S2: Install the thermal insulation integrated panel 1 S21: Install the connection component 2: First, move the personnel to the predetermined installation area of ​​the thermal insulation integrated panel 1 through the lifting mechanism. There are multiple connection components 2, and the multiple connection components 2 are distributed along the preset positions. One thermal insulation integrated panel 1 corresponds to two connection components 2. The connection component 2 includes a connection plate 21, a fixing part 22, a fastener 23 and a limiter 24. The connection plate 21 includes a vertical portion 211 and a horizontal portion 212, and the vertical portion 211 and the horizontal portion 212 are arranged perpendicular to each other. The vertical portion 211 is fixedly connected to the building structure by reinforcing screws to provide vertical support force. The horizontal portion 212 faces the side away from the building structure, and the horizontal portion 212 is in contact with the thermal insulation integrated panel 1 to provide horizontal support force. The length of the horizontal portion 212 is equal to the thickness of the thermal insulation integrated panel 1. The horizontal portion 212 is fitted with the horizontal groove 11 to position the thermal insulation integrated panel 1. In this embodiment, the fixing member 22 is a fixing screw, which is sequentially passed through the horizontal portion 212 and the thermal insulation integrated panel 1. The fixing screw is sequentially threadedly connected to the horizontal portion 212 and the thermal insulation integrated panel 1, so that the horizontal portion 212 and the thermal insulation integrated panel 1 can be fixed. The fastener 23 includes a plurality of floating nails 231. All the floating nails 231 are installed in the reserved holes. There should be 6 to 10 floating nails per square meter, and the spacing should not be greater than 550 mm. The length should meet the requirement of an anchoring depth of not less than 80 mm deep into the concrete structure. After the installation is completed, the connection component 2 is checked to see if it is firmly installed.

[0033] S22: Install the composite non-disassembly insulation integrated board 1 S221: First, according to the design requirements and construction specifications, determine the installation position of the floating nail 231, ensure that the nails can be evenly distributed and provide sufficient fixing force, and use a suitable drill bit to pre-drill holes 12 on the thermal insulation integrated board 1 at the marked position. The purpose of pre-drilling the holes 12 is to prevent the floating nail 231 from causing excessive pressure on the thermal insulation material when being driven in, so as to avoid material rupture or deformation. The diameter of the hole should be slightly larger than the diameter of the floating nail 231 to ensure that the floating nail 231 can be smoothly inserted; S222: A horizontal groove 11 is provided on the thermal insulation integrated panel 1 according to the construction requirements; S223: First, the thermal insulation integrated panel 1 to be installed is hoisted to a suitable position through the hoisting structure. The personnel manually adjust the position of the thermal insulation integrated panel 1. The composite non-disassembly thermal insulation integrated panel 1 is 50 mm higher than the concrete cast-in-place surface, so that the thermal insulation integrated panel 1 and the concrete form an upper and lower tongue and groove. The thermal insulation integrated panel 1 is moved so that the horizontal portion 212 is inserted into the horizontal groove 11, and the floating nail 231 is inserted into the pre-drilled hole 12. The installation is first performed at the external wall corners, and then the main wall panel is installed, and then the installation is performed sequentially from one side to the other side. S224: A 50mm thick and full-length rectangular tube is fixed on the thermal insulation integrated board 1 or a circle of wooden squares is placed and reinforced. The wall length is less than 0.6 meters and the non-standard size boards above and below the window openings are manually spliced ​​in place and reinforced with aluminum mold strips on the outside. The corners of the wall should be vertically extruded at 90° during installation. If there are gaps, they should be filled with foam rods manually to avoid leakage. The joint width of the composite non-disassembly thermal insulation integrated board 1 should be such that there is no leakage and anti-cracking mortar can be pressed in. Under normal circumstances, the joint width of the composite non-disassembly thermal insulation integrated board 1 should not be larger than 3mm. Cement supports or other shaped supports should be tied on both sides of the inner and outer sides of the steel bars in time. Cement supports or other shaped supports should be arranged alternately on both sides of the intersection of the gap and the back rib at the joint. S225: Installation of stopper 24. To control the distance between the inner and outer formworks and the thickness of the concrete protective layer, as well as the flatness of the facade of the integrated board, the insulation integrated board is leveled using a three-wire instrument and a wire rope. After leveling, the stopper 24 is arranged at the seam between the two adjacent composite insulation integrated boards on the inner side. When the stopper 24 is against the two adjacent composite insulation integrated boards 1, the stopper 24 is tied and connected to the horizontal steel bars on the inner and outer sides of the shear wall using iron wire. The horizontal spacing of the stopper 24 is in accordance with the requirements of the design drawings, and the vertical spacing should not be greater than 750mm, and each board should not be less than three. The inner and outer corners of the wall should be encrypted, and φ6 steel bars are used as U-shaped clamps to fix the adjacent composite insulation integrated boards 1 to ensure that the joints of the integrated boards are tight and there is no misalignment.

[0034] S23: Install the tension screws 3: Determine the spacing of the tension screws 3 according to the construction plan of the composite non-disassembly thermal insulation integrated board 1, use a pistol drill to drill holes from the inside to the outside at the corresponding positions of the composite non-disassembly thermal insulation integrated board 1, and ensure that the holes are perpendicular to the inner and outer walls after the screws are inserted. The hole position cannot be located at the board seam, and the hole position should be no less than 50mm away from the edge of the board seam. Insert the tension screws 3 and preliminarily adjust the bolts; S3: Formwork 4 support and reinforcement S31: Install the inner and outer formwork 4: Install the inner and outer vertical secondary keels of the exterior wall, and install the horizontal main keels horizontally, refer to Figure 1 , Figure 2 and Figure 4 , fix the main and secondary keels of the inner formwork 41 and the outer formwork 42, adjust the position and verticality of the formwork 4, and ensure its overall stability to meet the construction requirements; The inner formwork 41 should be made of aluminum, and the back ribs should be set according to the requirements of the atlas. The inner formwork 41 side support uses an adjustable diagonal support 411, which is fixed to the ground with expansion bolts (or embedded rings), and the other end is bolted to the back ribs. The diagonal support height is 1600mm, and the horizontal spacing is 2000mm. If expansion bolts are used for fixing, the mechanical and electrical conduits in the floor must be avoided when opening holes; The vertical back ribs of the outer template 42 are 40mm×70mm wooden squares. The height direction of the square wood is perpendicular to the panel, and the spacing is set according to the requirements of the atlas. The 40×70mm wooden squares are nailed to the template 4 at the joints of the template 4 and the corners of the wall. The frame is 20mm wide from the outside of the template 4 for splicing between templates 4. The joints of the surface board should be left on the wooden squares to ensure strength. The horizontal back ribs are double steel pipes, and the spacing is set according to the requirements of the atlas. The length of the pull-through screw is 700mm, and each side of the screw is equipped with a mountain card and a T-shaped buckle; S32: Before installing the first layer of the composite thermal insulation integrated board 1, place square wood on the reserved tension screws 3 to ensure that the bottom surface of the composite thermal insulation integrated board 1 is flat, and then reinforce the inner and outer templates 4; S321: Treatment of the outer corner of template 4: Splice the two boards together at the corner to ensure that the joint is tight. At the same time, connect the connectors on the two corners with wires to enhance stability. You can also drive steel nails or steel bars from one side to firmly connect the two outer templates 424. S322: Treatment of the inner corner of template 4: Splice two boards together at the corner to ensure that the joint is dense. At the same time, connect the connectors on the two corners with wire to enhance stability. The two connectors are at least 50mm away from the inside of the board. After pouring, lay alkali-resistant mesh cloth at the inner corner, 100mm away from the inner wall.

[0035] S4: Concrete pouring S41: Before pouring concrete, the outer formwork 424 of the composite non-disassembly insulation integrated panel 1 should be cleaned with water to ensure that it is clean and moist; S42: A segmented pouring method is adopted, that is, the concrete is first poured in segments to a certain height, then vibrated, and the pouring work is continued to further improve the construction quality. When vibrating the concrete, it is strictly forbidden to allow the vibrating rod to directly contact the outer formwork 424 of the composite non-disassembly insulation integrated panel 1 to avoid damage to the outer formwork 424 of the composite non-disassembly insulation integrated panel 1.

[0036] S5: Subsequent reinforcement S51: Removal of formwork 4: After the concrete strength reaches 1.2Mpa, the formwork 4 is removed in sequence, and the removed formwork 4, tension screws 3 and other materials are piled together; S52: Screw hole plugging: Before plugging the screw hole, the external wall conical sleeve should be removed, and the 3 holes of the tension screw should be properly moistened. The inside of the thermal insulation integrated board 1 is plugged with dry hard mortar mixed with an appropriate amount of expansion agent. The thermal insulation integrated board 1 is plugged with foam glue. After 5-10 minutes, press with your fingers. It is strictly forbidden to use a knife to cut the overflowed foam glue. Then use polymer cement mortar to smooth and calender. Apply two coats of polyurethane waterproof coating on the outside, and the thickness should not be less than 2mm; S53: Installation of climbing frame supports: Carry out necessary reinforcement treatment on the cast structure, such as adding supports and reinforcing bars, to ensure its long-term stability. At the same time, in order to facilitate the lifting of subsequent construction layers, it is necessary to install all-steel climbing frame 5 support protection pads and all-steel climbing frame 5 supports. These components not only provide a stable support platform, but also realize fast and safe lifting operations through a special lifting mechanism.

[0037] The implementation principle of Example 1 is as follows: when it is necessary to construct the thermal insulation integrated panel 1, first, the installation control line of each thermal insulation integrated panel 1 should be popped up according to the design drawings, and then the thermal insulation integrated panel 1 should be transported to the construction site for reasonable storage; then the connection assembly 2 should be installed according to the construction requirements. After the installation is completed, the thermal insulation integrated panel 1 is hoisted to a suitable position by a hoisting mechanism, and the installation at the corners of the exterior wall is first performed, and then the main wall panel is installed, and then the installation is performed sequentially from one side to the other, and then the tension screw 3 is installed, and then the template 4 is supported and reinforced. After the template 4 is installed, concrete pouring and maintenance are performed. Through the integrated construction process, each step is closely connected to achieve efficient, stable and safe installation of the composite non-disassembly thermal insulation integrated panel 1, especially through the reinforcement of the tension screw 3, the stability and safety of the construction process are significantly improved. At the same time, the application of the all-steel climbing frame 5 and its lifting method provides great convenience for the construction of multi-story buildings and further shortens the overall construction period.

[0038] Example 2 The difference between this embodiment and Embodiment 1 is that, in step S23, in addition to using the tension screws 3, horizontal support rods and diagonal support rods are also provided to form a more stable support system, the horizontal support rods are connected between two adjacent thermal insulation integrated panels 1, and the diagonal support rods are connected between the thermal insulation integrated panels 1 and the building structure, which together provide additional supporting force and stability, thereby ensuring stable support.

[0039] Example 3 The difference between this embodiment and implementation 1 is that, in step S53, the all-steel climbing frame 5 is composed of multiple standard sections 51, each standard section 51 includes a vertical pole 511, a horizontal pole 512 and an inclined pole 513, the vertical pole 511 and the horizontal pole 512 are vertically arranged, the inclined pole 513 is inclined, the vertical pole 511 is fixedly connected to the horizontal pole 512 by screws, and the two ends of the inclined pole 513 are fixedly connected to the vertical pole 511 and the horizontal pole 512 by screws, so as to form a stable frame structure.

[0040] The lifting method includes the following steps: first, a lifting device, such as a hydraulic jack or an electric hoist, is installed under the installed all-steel climbing frame 5; then, the overall lifting of the all-steel climbing frame 5 is achieved by controlling the lifting and lowering operation of the lifting device; finally, after lifting to the predetermined position, the all-steel climbing frame 5 is fixed and stabilized, a 300*500*30mm steel pad with steel support is inserted into the insulation board integrated plate 1, and then the all-steel climbing frame 5 is pressed against the pad, and the support is connected to the wall by bolts. The steel pad with steel support can ensure the spatial relative position of the pad and the concrete wall, thereby ensuring that the steel pad does not compress the insulation integrated plate 1 when the support screw is tightened. At the same time, the adjustable bolts and the rear seat adjustable bolts on the steel pad can be used to solve the relative displacement problem between the outer side of the insulation integrated plate 1 and the outer side of the concrete after concrete pouring, so as to ensure that it safely and reliably supports the subsequent construction layer, and can quickly prepare for the construction of the next layer, further shortening the overall construction period.

[0041] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A construction process for a composite non-disassembly thermal insulation integrated panel, characterized in that: include S1: preparation for hoisting: layout and cutting of the thermal insulation integrated panels (1) are performed according to construction requirements to ensure that each thermal insulation integrated panel (1) can accurately match the installation position; S2: Installing the thermal insulation integrated panel (1): Connecting the connection component (2) to the building structure according to the construction requirements, hoisting the thermal insulation integrated panel (1) to a predetermined position using a hoisting mechanism, and connecting the connection component (2) to the thermal insulation integrated panel (1); S3: Support and reinforcement of the formwork (4): Install the vertical secondary keels on the inside and outside of the exterior wall, install the horizontal main keels horizontally, fix the main and secondary keels of the inner formwork (41) and the outer formwork (42), adjust the position and verticality of the formwork (4), and before installing the first layer of the composite thermal insulation integrated board (1), place square wood on the reserved tension screws (3) to ensure that the bottom surface of the composite thermal insulation integrated board (1) is flat, and then reinforce the inner and outer side formworks (4); S4: Concrete pouring: After all the steps of installing and reinforcing the formwork (4) are completed, concrete pouring is performed, and the formwork (4) is removed after the concrete is fully solidified; S5: Subsequent reinforcement: Perform necessary reinforcement on the cast structure and install the full steel climbing frame (5) support protection pad and the full steel climbing frame (5) support.

2. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 1 is characterized in that: In step S2, a plurality of the connection components (2) are provided, and the plurality of the connection components (2) are distributed along a preset position. The connection components (2) include a connection plate (21), and the connection plate (21) includes a vertical portion (211) and a horizontal portion (212). The vertical portion (211) and the horizontal portion (212) are perpendicular to each other. The vertical portion (211) is fixed to the building structure, and the horizontal portion (212) faces a side away from the building structure. The horizontal portion (212) is in contact with the thermal insulation integrated panel (1). The length of the horizontal portion (212) is consistent with the thickness of the thermal insulation integrated panel (1). A horizontal groove (11) for inserting the horizontal portion (212) is provided on a side of the thermal insulation integrated panel (1) close to the horizontal portion (212), and the horizontal portion (212) is in contact with the horizontal groove (11).

3. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 2 is characterized in that: The connection assembly (2) further comprises a fixing member (22), wherein the fixing member (22) is sequentially passed through the horizontal portion (212) and the thermal insulation integrated panel (1), and the fixing member (22) is used to fix the horizontal portion (212) and the thermal insulation integrated panel (1).

4. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 3 is characterized in that: The connection assembly (2) further comprises a fastener (23), wherein the fastener (23) comprises a plurality of floating nails (231), wherein the floating nails (231) are connected to a building structure, and the thermal insulation integrated panel (1) is provided with pre-drilled holes (12) for the floating nails (231) to pass through, wherein the diameter of the pre-drilled holes (12) is slightly larger than the diameter of the floating nails (231).

5. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 1 is characterized in that: Step S2 includes S21: installing the connection components (2): connecting a plurality of the connection components (2) to the building structure at preset positions; S22: installing the composite non-disassembly thermal insulation integrated panel (1): hoisting the thermal insulation integrated panel (1) to a suitable position by means of a hoisting mechanism, and connecting the thermal insulation integrated panel (1) to the connection component (2); S23: Install the tension screws (3): Determine the spacing of the tension screws (3) according to the construction plan of the composite non-disassembly thermal insulation integrated panel (1), and make holes from the inside to the outside at the corresponding positions of the composite non-disassembly thermal insulation integrated panel (1). The holes should be made to ensure that the screws are perpendicular to the inner and outer walls after being inserted. The hole position cannot be located at the board seam, and the hole position should be no less than 50 mm away from the edge of the board seam. Insert the tension screws (3) and preliminarily adjust the bolts.

6. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 1 is characterized in that: Step S4 includes S41: Before pouring concrete, the outer formwork of the composite non-disassembly insulation integrated board should be cleaned with water to ensure it is clean and moist; S42: The method of segmented pouring is adopted. The concrete is first poured in segments to a certain height, then vibrated and continued to pour.

7. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 5 is characterized by: In step 23, horizontal support rods and diagonal support rods are further provided. The horizontal support rod is connected between two adjacent thermal insulation integrated panels (1), and the diagonal support rod is connected between the thermal insulation integrated panels (1) and the building structure, thereby jointly providing additional support and stability.

8. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 4 is characterized in that: The number of the floating nails (231) should be 6-10 per square meter, and the spacing should be no greater than 550 mm. The length should be sufficient to ensure that the anchoring depth deep into the concrete structure is no less than 80 mm.

9. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 5 is characterized in that: In step S22, the thermal insulation integrated panel (1) is 50 mm higher than the cast-in-place concrete surface, so that the thermal insulation integrated panel (1) and the concrete form an upper and lower tongue and groove.

10. The construction process of the composite non-disassembly thermal insulation integrated board according to claim 1 is characterized in that: In step S5, a lifting device is installed below the installed all-steel climbing frame (5), and the overall lifting of the all-steel climbing frame (5) is achieved by controlling the lifting and lowering operation of the lifting device. After lifting to a predetermined position, the all-steel climbing frame (5) is fixed and stabilized.

Images