Method for reserving through-wall embedded part hole matched with high-rise building steel-aluminum formwork
By installing welding pieces and fixed support on the sides of the steel and aluminum formwork of super high-rise buildings, and using detachable and connected PVC pipes and side formwork, the problem of misalignment of the holes in the reserved embedded parts of the exterior wall is solved, the accuracy and stability of the reserved holes are achieved, and the construction quality and construction progress are improved.
Patent Information
- Application Number
- CN202510308741.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-17
- Publication Date
- 2025-06-03
AI Technical Summary
In the construction of super high-rise buildings, the location of the holes in the embedded parts of the exterior wall are prone to be misaligned, resulting in the misalignment of the external wall bolts and affecting the stability of the overall structure. The existing solutions have the problem of leakage of non-standard layers after the use of steel molds and aluminum molds, and there is a lack of effective solutions.
By determining the location of the reserved holes of the outer wall through the wall according to the construction drawings, and installing welding sheets and fixed support on the sides of the steel and aluminum formwork, combining the removable connected PVC pipes and side formwork to ensure the accuracy and stability of the reserved hole position.
The accuracy of the reserved hole location is achieved, rework caused by position deviation is avoided, the construction quality is improved, and the construction progress is accelerated.
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Figure CN120083366A_ABST
Abstract
Description
Technical Field
[0001] The present invention belongs to the technical field of building construction, and particularly relates to a method for reserving wall-piercing embedded part holes for steel-aluminum formworks of high-rise buildings. Background Art
[0002] At present, during the pouring of super high-rise buildings in China, wall-piercing embedded part holes need to be reserved in advance for the exterior wall. However, when the climbing formwork and climbing frame used for super high-rise buildings are both equipped with steel formworks for the exterior wall pouring operation, the PVC pipes for the reserved holes in the exterior wall will be misaligned during the concrete pouring, resulting in the misalignment of the exterior wall bolts, and further affecting the stability of the overall structure.
[0003] The existing solution is to drill holes in the steel formwork placed on the exterior wall and the aluminum formwork placed on the interior wall to place the PVC pipes. However, this method will cause leakage when the aluminum formwork and the steel formwork reach the non-standard floors after use, and the steel formwork and the aluminum formwork need to be repaired later, which is not worth the loss. In addition to this method, no other effective methods have been found in the industry. For a simple shear wall structure, the deviation of individual exterior wall bolts has little impact on the integrity of the structure. However, for super high-rise buildings, the deviation of a large number of wall bolts will have a greater impact on the overall super high-rise building. Summary of the Invention
[0004] The present invention provides a method for reserving wall-piercing embedded part holes for steel-aluminum formworks of high-rise buildings in view of the above problems.
[0005] In order to achieve the above object, the technical solution adopted by the present invention is as follows: A method for reserving wall-piercing embedded part holes for steel-aluminum formworks of high-rise buildings, comprising the following steps: Step 1: Determine the positions of the wall-piercing embedded part holes reserved for the exterior wall according to the construction drawings; Step 2: Assemble the steel-aluminum formworks of high-rise buildings; Step 3: Pour concrete into the steel-aluminum formworks of high-rise buildings; Step 4: After the concrete reaches the strength, remove the steel-aluminum formworks of high-rise buildings.
[0006] Preferably, the steel-aluminum formworks of high-rise buildings include a steel formwork and an aluminum formwork. Welding pieces are installed at the corresponding positions of the side surfaces of the steel formwork and the aluminum formwork with respect to the wall-piercing embedded part holes reserved for the exterior wall. Fixed supports are installed on the side surfaces of the welding pieces. A PVC pipe is detachably connected between the fixed supports on the side surfaces of the steel formwork and the aluminum formwork. Side formworks are detachably connected to both sides of the steel formwork and the aluminum formwork.
[0007] Preferably, the high-rise building steel-aluminum formwork includes a steel formwork and an aluminum formwork. A plurality of first through holes are provided on the sides of the steel formwork and the aluminum formwork. A rotating shaft penetrates through each of the plurality of first through holes. A fixed clamping mechanism is installed on the rotating shaft. A reserved hole support mechanism is installed in the fixed clamping mechanisms on the sides of the steel formwork and the aluminum formwork. Side formworks are detachably connected to both sides of the steel formwork and the aluminum formwork.
[0008] Preferably, the fixed clamping mechanism includes a rotating plate and a plurality of clamping blocks. The rotating plate is installed on the rotating shaft. A plurality of first chutes are provided on one side of the rotating plate. The plurality of clamping blocks are respectively slidably connected to the plurality of first chutes. Fixing blocks are installed on the sides of the plurality of clamping blocks. The fixing blocks are detachably connected to the rotating plate through pins.
[0009] Preferably, a first groove is provided at the middle position on the side of the rotating plate on the same side as the clamping block, and a second groove is provided at the middle position on the side of the rotating plate away from the clamping block. Fixed components are installed at positions corresponding to the first through holes on the steel formwork and the aluminum formwork.
[0010] Preferably, the fixed component includes a first connecting piece and a second connecting piece. The first connecting piece is installed on the side of the steel formwork or the aluminum formwork. The second connecting piece is installed at the end of the first connecting piece. A second chute is provided below the second connecting piece. A sliding member is slidably connected in the second chute. A bolt is provided between the sliding member and the second connecting piece. The end of the sliding member cooperates with the second groove.
[0011] Preferably, the reserved hole support mechanism includes a metal bellows and an internal support component. The two ends of the metal bellows respectively cooperate with the clamping blocks on the side of the steel formwork and the clamping blocks on the side of the aluminum formwork. The two ends of the internal support component respectively cooperate with the first grooves on the side of the steel formwork and the first grooves on the side of the aluminum formwork.
[0012] Preferably, the internal support component includes a plurality of support groups. The plurality of support groups are fixedly connected in sequence. Protrusions are installed at the ends of the support groups at both ends. The protrusions cooperate with the first grooves.
[0013] Preferably, each of the plurality of support groups includes a first connecting disk and a second connecting disk. A connecting shaft is installed between the first connecting disk and the second connecting disk. A plurality of electric push rods are installed on the side of the second connecting disk close to the first connecting disk. The piston rod ends of the plurality of electric push rods are detachably connected to a support member. The support member cooperates with the inner side of the metal bellows.
[0014] Preferably, a storage battery is installed in the second connecting disk. The storage battery is electrically connected to the plurality of electric push rods, and a controller is externally connected to each of the plurality of electric push rods.
[0015] Compared with the prior art, the advantages and positive effects of the present invention are as follows: (1)The existing solution is to punch holes in the steel formwork on the exterior wall and the aluminum formwork on the interior wall to place PVC pipes. In the present invention, by determining the positions of the reserved embedded parts holes in the exterior wall according to the construction drawings and correspondingly marking them on the sides of the steel formwork and the aluminum formwork, the accuracy of the reserved hole positions can be ensured, meeting the strict requirements for the installation position accuracy of the embedded parts through the wall in subsequent construction, effectively avoiding rework caused by the deviation of the reserved hole positions, and improving the overall building construction quality; (2)Weld the welding pieces to the corresponding positions of the steel formwork and the aluminum formwork, then weld the fixed supports, and finally detachably connect the PVC pipes with the fixed supports and the side formwork. This assembly method is simple to operate, and the connection of each component is clear, greatly improving the assembly speed of the steel-aluminum formwork for high-rise buildings, thereby accelerating the overall construction progress and shortening the construction period; (3)Install welding pieces and fixed supports on the sides of the steel formwork and the aluminum formwork, and form reserved holes through the detachably connected PVC pipes. This structure can ensure that during the concrete pouring process, the position of the PVC pipes is stable, not easily deformed or displaced, so that the reserved embedded parts holes through the wall are regular in shape and accurate in size, providing a good foundation for the installation of subsequent embedded parts through the wall; (4)Open a plurality of through holes one on the sides of the steel formwork and the aluminum formwork, and install a rotatable rotating plate through a rotating shaft. The staff can flexibly rotate and adjust the rotating plate according to the positions of the reserved embedded parts holes in the exterior wall, so that the clamping blocks are in the appropriate sides, greatly improving the adaptability of the construction of reserved holes at different positions on the exterior wall; (5)The connecting piece one, the connecting piece two and the slidable and bolt-fixable sliding piece in the fixing assembly cooperate with the groove two on the side of the rotating plate, and can accurately fix the rotating plate to prevent the deviation of the reserved hole position during the concrete pouring process and ensure the construction quality; (6)The reserved hole support mechanism adopts a metal corrugated pipe with an internal support assembly. A plurality of support groups are connected in sequence, and the protrusions one at the ends of the two support groups at both ends cooperate with the groove one on the sides of the steel formwork and the aluminum formwork to form a stable support structure. During the concrete pouring, it can effectively resist the lateral pressure of the concrete, prevent the deformation and displacement of the metal corrugated pipe, ensure that the reserved embedded parts holes through the wall are regular in shape and accurate in size, and provide a reliable foundation for the installation of subsequent embedded parts through the wall; (7)The electric push rod in the internal support assembly, the support piece at the end of its piston rod cooperates with the inner side of the metal corrugated pipe, and a plurality of electric push rods can be synchronously controlled by a controller. The construction personnel can flexibly adjust the electric push rod to push the support piece according to actual needs, and then adjust the diameter of the metal corrugated pipe to meet the reserved requirements of embedded parts holes through the wall with different sizes, enhancing the versatility of the construction method. Description of the Drawings
[0016] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments: Figure 1 Flow chart of the method for reserving the wall-piercing embedded part hole of the high-rise building steel-aluminum formwork provided for Embodiment 1; Figure 2 Front view of the high-rise building steel-aluminum formwork provided for Embodiment 2; Figure 3 Schematic diagram of the front view of the high-rise building steel-aluminum formwork; Figure 4 For Figure 3 Enlarged view of Area A; Figure 5 For Figure 3 Enlarged view of Area B; Figure 6 Schematic diagram of the reserved hole support mechanism in the high-rise building steel-aluminum formwork; Figure 7 Internal structure diagram of the reserved hole support mechanism in the high-rise building steel-aluminum formwork; Figure 8 Schematic diagram of the internal structure of the reserved hole support mechanism in the high-rise building steel-aluminum formwork.
[0017] Explanation of reference numerals: 1. Steel formwork; 2. Aluminum formwork; 3. Metal corrugated pipe; 4. Rotating plate; 5. Fixed block; 6. Clamping block; 7. Pin shaft; 8. Connecting piece I; 9. Connecting piece II; 10. Sliding piece; 11. Connecting disc I; 12. Projection I; 13. Connecting disc II; 14. Electric push rod; 15. Support piece. Detailed implementation manners
[0018] In order to more clearly understand the above-mentioned objects, features and advantages of the present invention, the present invention will be further described below with reference to the drawings and embodiments.
[0019] Many specific details are set forth in the following description in order to fully understand the present invention. However, the present invention may be implemented in other ways different from those described herein. Therefore, the present invention is not limited by the specific embodiments disclosed in the following specification.
[0020] Embodiment 1 The following will Figure 1 be further described in conjunction with the attached Figure 1 drawings. A method for reserving the wall-piercing embedded part hole of the high-rise building steel-aluminum formwork, as shown, includes the following steps: Step 1: Determine the position of the wall-piercing embedded part hole reserved on the exterior wall according to the construction drawings; Step 2: Assemble the high-rise building steel-aluminum formwork; Step 3: Pour concrete into the high-rise building steel-aluminum formwork;
[0021] The high-rise building steel-aluminum formwork includes a steel form 1 and an aluminum form 2. Welding pieces are installed at the positions corresponding to the wall-piercing embedded part holes reserved on the outer wall on the sides of the steel form 1 and the aluminum form 2. Fixed supports are installed on the sides of the welding pieces. A PVC pipe is detachably connected between the fixed supports on the sides of the steel form 1 and the aluminum form 2. Side formworks are detachably connected to both sides of the steel form 1 and the aluminum form 2.
[0022] In this embodiment, step one: The staff needs to determine the positions of the wall-piercing embedded part holes reserved on the outer wall according to the construction drawings and mark these positions on the sides of the steel form 1 and the aluminum form 2.
[0023] In this embodiment, step two: Weld the welding pieces to the corresponding positions on the steel form 1 and the aluminum form 2, then firmly weld the fixed supports to the welding pieces, detachably connect the PVC pipe to the fixed supports at the corresponding positions of the steel form 1 and the aluminum form 2, and finally detachably connect side formworks to both sides of the steel form 1 and the aluminum form 2.
[0024] In this embodiment, in step four, after removing the high-rise building steel-aluminum formwork, the surfaces of the steel form 1 and the aluminum form 2 need to be polished with fine sandpaper.
[0025] Embodiment 2 The main difference between this embodiment and Embodiment 1 is that as Figures 2-3 shown, the high-rise building steel-aluminum formwork includes a steel form 1 and an aluminum form 2. A plurality of through holes one are opened on the sides of the steel form 1 and the aluminum form 2. A rotating shaft passes through each of the plurality of through holes one. A fixed clamping mechanism is installed on the rotating shaft. A reserved hole support mechanism is installed in the fixed clamping mechanisms on the sides of the steel form 1 and the aluminum form 2. Side formworks are detachably connected to both sides of the steel form 1 and the aluminum form 2.
[0026] As Figure 3 and Figure 4 shown, the fixed clamping mechanism includes a rotating plate 4 and a plurality of clamping blocks 6. The rotating plate 4 is installed on the rotating shaft. A plurality of sliding grooves one are opened on one side of the rotating plate 4. The plurality of clamping blocks 6 are respectively slidably connected to the plurality of sliding grooves one. Fixed blocks 5 are installed on the sides of the plurality of clamping blocks 6. The fixed blocks 5 are detachably connected to the rotating plate 4 through pins 7.
[0027] As Figure 3 and Figure 4 shown, a groove one is opened at the middle position on the side of the rotating plate 4 on the same side as the clamping blocks 6, and a groove two is opened at the middle position on the side of the rotating plate 4 away from the clamping blocks 6. Fixed components are installed at the positions corresponding to the through holes one on the steel form 1 and the aluminum form 2.
[0028] As Figure 3 and Figure 5As shown, the fixing component includes a first connecting piece 8 and a second connecting piece 9. The first connecting piece 8 is installed on the side of the steel mold 1 or the aluminum mold 2, and the second connecting piece 9 is installed at the end of the first connecting piece 8. A second chute is provided below the second connecting piece 9, and a sliding piece 10 is slidably connected in the second chute. A bolt is provided between the sliding piece 10 and the second connecting piece 9, and the end of the sliding piece 10 cooperates with the second groove.
[0029] As Figure 2 , Figure 3 and Figure 6 shown, the reserved hole support mechanism includes a metal bellows 3 and an internal support component. The two ends of the metal bellows 3 respectively cooperate with the clamping blocks 6 on the side of the steel mold 1 and the clamping blocks 6 on the side of the aluminum mold 2, and the two ends of the internal support component respectively cooperate with the first groove on the side of the steel mold 1 and the first groove on the side of the aluminum mold 2.
[0030] As Figure 7 and Figure 8 shown, the internal support component includes a plurality of support groups, which are fixedly connected in sequence, and the ends of the support groups at both ends are both installed with a first protrusion 12, and the first protrusion 12 cooperates with the first groove.
[0031] As Figure 7 and Figure 8 shown, each of the plurality of support groups includes a first connecting disk 11 and a second connecting disk 13. A connecting shaft is installed between the first connecting disk 11 and the second connecting disk 13. A plurality of electric push rods 14 are installed on the side of the second connecting disk 13 close to the first connecting disk 11. The end of the piston rod of the plurality of electric push rods 14 is detachably connected with a support member 15, and the support member 15 cooperates with the inner side of the metal bellows 3.
[0032] In this embodiment, a storage battery is installed in the second connecting disk 13. The storage battery is electrically connected with the plurality of electric push rods 14, and the plurality of electric push rods 14 are all externally connected with a controller.
[0033] In this embodiment, the opening position of the first through hole is the position of the reserved wall-piercing embedded part hole in the common exterior wall during the existing construction.
[0034] In this embodiment, a plurality of second through holes are provided on the side of the sliding piece 10, and a third through hole is provided on the side of the second connecting piece 9. The bolt is located between the third through hole and the corresponding second through hole.
[0035] In this embodiment, the electric push rods 14 in the plurality of support groups are all synchronously controlled by the controller.
[0036] In this embodiment, the distance between the plurality of support groups is set according to the support part required by the metal bellows 3.
[0037] In this embodiment, the support member 15 is arc-shaped, and the inner side of the clamping block 6 is also arc-shaped.
[0038] In this embodiment, step 1: The staff determines the positions of the wall-piercing embedded parts holes reserved on the exterior wall according to the construction drawings, and then the staff checks the corresponding positions of the wall-piercing embedded parts holes reserved on the exterior wall with the through holes of the steel formwork 1 and the aluminum formwork 2.
[0039] In this embodiment, step 2: The staff needs to rotate the rotating plate 4 at the corresponding position so that the clamping block 6 is located on the side of the relative positions of the steel formwork 1 and the aluminum formwork 2. The staff adjusts the position of the sliding member 10 in the second chute of the second connecting member 9 so that the end of the sliding member 10 cooperates with the second groove at the middle position on the side of the rotating plate 4 away from the clamping block 6, and then uses bolts to fix the sliding member 10 to the second connecting member 9, thereby fixing the rotating plate 4 at a specific angle. Then, one end of the metal corrugated pipe 3 is placed in the plurality of clamping blocks 6 on the side of the steel formwork 1. After the staff determines the position by adjusting the position of the clamping block 6 in the first chute, the end of the metal corrugated pipe 3 is fixed by detachably connecting the fixing block 5 to the rotating plate 4 through the pin shaft 7. Then, the internal support assembly is placed in the metal corrugated pipe 3 so that the first protrusion 12 cooperates with the first groove on the side of the steel formwork 1. Then, the staff makes the first groove of the aluminum formwork 2 cooperate with the other first protrusion 12 of the internal support assembly, and then fixes the other end of the metal corrugated pipe 3 through the clamping block 6 on the side of the aluminum formwork 2. Finally, the staff controls the electric push rod 14 through the controller, and the piston rod of the electric push rod 14 extends, and the support member 15 at the end of the piston rod contacts the inner side of the metal corrugated pipe 3 and applies a supporting force.
[0040] In this embodiment, the electric push rod 14 can push the support member 15, thereby adjusting the diameter of the metal corrugated pipe 3.
[0041] In this embodiment, the steps in the above step 2 can be adjusted according to the on-site situation.
[0042] As a technical solution of the present invention, the provided hardware settings are only for facilitating the implementation of specific braking control on the basis of the hardware facilities. Specifically, how to implement the braking control and the braking control method are not the technical problems to be solved and the objects to be protected by the present invention. At the same time, the communication methods between the devices all adopt existing communication methods, which are not the invention points of this application.
[0043] The above is only a preferred embodiment of the present invention, and it is not a limitation of the present invention in other forms. Any person skilled in the art may use the disclosed technical content to make changes or modifications into equivalent embodiments with equivalent changes and apply them to other fields. However, as long as it does not depart from the technical solution content of the present invention, any simple modification and equivalent change made to the above embodiments according to the technical essence of the present invention still belong to the protection scope of the technical solution of the present invention.
Claims
1. A method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building, characterized in that: The following steps are involved: Step 1: Determine the location of the hole for embedded parts reserved on the exterior wall according to the construction drawings; Step 2: Assemble the steel and aluminum formwork for high-rise buildings; Step 3: pouring concrete in the steel and aluminum formwork of the high-rise building; Step 4: After the concrete reaches a certain strength, remove the steel and aluminum formwork of the high-rise building.
2. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 1 is characterized in that: The steel-aluminum formwork for a high-rise building comprises a steel formwork (1) and an aluminum formwork (2); welding plates are installed at positions corresponding to the reserved through-wall embedded holes of the outer wall on the sides of the steel formwork (1) and the aluminum formwork (2); fixed supports are installed on the sides of the welding plates; PVC pipes are detachably connected between the fixed supports on the sides of the steel formwork (1) and the aluminum formwork (2); and side formworks are detachably connected on both sides of the steel formwork (1) and the aluminum formwork (2).
3. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 1 is characterized in that: The high-rise building steel-aluminum formwork comprises a steel formwork (1) and an aluminum formwork (2), the sides of the steel formwork (1) and the aluminum formwork (2) are each provided with a plurality of through holes 1, a rotating shaft is passed through each of the plurality of through holes 1, and a fixed clamping mechanism is mounted on the rotating shaft. A reserved hole support mechanism is installed in the fixed clamping mechanism on the side of the steel mold (1) and the aluminum mold (2), and side mold plates are detachably connected on both sides of the steel mold (1) and the aluminum mold (2).
4. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 3 is characterized in that: The fixed clamping mechanism comprises a rotating plate (4) and a plurality of clamping blocks (6); the rotating plate (4) is mounted on a rotating shaft; a plurality of slide grooves are provided on one side of the rotating plate (4); the plurality of clamping blocks (6) are respectively slidably connected to the plurality of slide grooves; fixed blocks (5) are mounted on the sides of the plurality of clamping blocks (6); the fixed blocks (5) are detachably connected to the rotating plate (4) via a pin shaft (7).
5. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 4 is characterized in that: A first groove is provided at the middle position of the side surface on the same side as the clamping block (6) of the rotating plate (4), a second groove is provided at the middle position of the side surface of the rotating plate (4) away from the clamping block (6), and fixing components are installed at positions of the steel mold (1) and the aluminum mold (2) corresponding to the first through hole.
6. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 5 is characterized in that: The fixing assembly comprises a first connecting member (8) and a second connecting member (9), wherein the first connecting member (8) is mounted on the side of the steel mold (1) or the aluminum mold (2), and the second connecting member (9) is mounted on the end of the first connecting member (8). A second sliding groove is provided below the second connecting member (9), and a sliding member (10) is slidably connected in the second sliding groove. A bolt is provided between the sliding member (10) and the second connecting member (9), and the end of the sliding member (10) is matched with the second groove.
7. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 6 is characterized in that: The reserved hole support mechanism comprises a metal bellows (3) and an internal support component, wherein two ends of the metal bellows (3) respectively cooperate with a clamping block (6) on the side of the steel mold (1) and a clamping block (6) on the side of the aluminum mold (2), and two ends of the internal support component respectively cooperate with a groove 1 on the side of the steel mold (1) and a groove 1 on the side of the aluminum mold (2).
8. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 7 is characterized in that: The internal support assembly comprises a plurality of support groups, the plurality of support groups are fixedly connected in sequence, and the ends of the support groups at both ends are both provided with a protrusion 1 (12), the protrusion 1 (12) being matched with a groove 1.
9. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 8 is characterized in that: The plurality of support groups each comprise a connection disk 1 (11) and a connection disk 2 (13), a connection shaft being installed between the connection disk 1 (11) and the connection disk 2 (13), a plurality of electric push rods (14) being installed on the side of the connection disk 2 (13) close to the connection disk 1 (11), the piston rod ends of the plurality of electric push rods (14) being detachably connected to support members (15), the support members (15) being matched with the inner side of the metal bellows (3).
10. The method for reserving a hole for embedding a steel-aluminum formwork through a wall of a high-rise building according to claim 9, characterized in that: A storage battery is installed in the second connection disk (13), and the storage battery is electrically connected to a plurality of electric push rods (14), and the plurality of electric push rods (14) are all externally connected to a controller.