Fabricated outer wall large-size complex modeling construction structure and construction method thereof
By using pre-installed installation beam frames and positioning columns and positioning grooves in the prefabricated exterior wall structure, combined with the multi-point fixed structure between the reinforcement plate and the floor plate, the existing prefabricated exterior walls are solved, with a complex connection, slow construction speed and low anchoring strength, and a higher anchoring strength and faster construction speed are achieved.
Patent Information
- Application Number
- CN202510529410.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-25
- Publication Date
- 2025-06-06
AI Technical Summary
The connection methods of existing prefabricated exterior walls are complex, with slow construction speed, low anchoring strength, and do not have detachable functions, which cannot fully reflect the advantages of prefabricated buildings with fast construction speed.
The structure includes installation beam frame, upper wall panel, lower wall panel, reinforcement panel and fixed components. Through pre-installed installation beam frame and positioning column and positioning slot, the upper wall panel and lower wall panel are quickly lifted and positioned, and connected to the floor panel through the reinforcement panel to form a multi-point fixed structure to improve anchoring strength.
It significantly improves the anchoring strength of the entire wall, improves the load-bearing capacity of the wall, reduces local stress concentration, improves the overall safety and stability of the wall panel, and makes the disassembly and assembly process faster.
Smart Images

Figure CN120100198A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of building construction, and more specifically, to an assembled exterior wall large-scale complex-shaped construction structure and a construction method thereof. Background Art
[0002] In the field of construction engineering technology, prefabricated buildings are becoming more and more popular. Existing prefabricated exterior walls can be pre-processed and formed in the factory and then transported to the construction site for installation. Prefabricated exterior walls can greatly shorten the construction period and reduce the project cost. The anchoring performance of prefabricated exterior walls and steel structures is one of the main factors affecting the promotion and use of prefabricated exterior walls in steel structure buildings.
[0003] The existing prefabricated exterior walls have complex connection methods, slow construction speed, low anchoring strength, and no detachable function, which cannot reflect the advantages of fast construction speed of prefabricated buildings. Therefore, we propose a large-scale and complex-shaped prefabricated exterior wall construction structure and its construction method to solve the above problems. Summary of the invention
[0004] In order to overcome the deficiencies in the above-mentioned prior art, the present invention provides a large-scale complex-shaped assembled exterior wall construction structure and a construction method thereof. The structure and method solve the problems of the existing assembled exterior walls having complex connection methods, slow construction speed, low anchoring strength, and no detachable function.
[0005] In order to solve the above technical problems, the technical solution adopted by the present invention is: A large-scale and complex-shaped assembled exterior wall construction structure comprises a mounting beam fixedly mounted on the side of a floor slab, and an upper wall panel and a lower wall panel arranged on the upper and lower sides of the floor slab, wherein the upper wall panel and the lower wall panel are arranged on the upper and lower sides of the mounting beam respectively, and the upper wall panel, the lower wall panel and the mounting beam are connected via a connecting assembly, and the connecting assembly is arranged on the upper wall panel, the lower wall panel and the mounting beam via a fixing assembly, and the connecting assembly is arranged on a side away from the floor slab; the upper wall panel and the lower wall panel are both connected to the floor slab via a reinforcing plate, and the reinforcing plate is fixed to the upper wall panel and the lower wall panel via fixing bolts, and the reinforcing plate is fixed to the floor slab via connecting bolts.
[0006] The reinforcing plate is an L-shaped structural plate.
[0007] Positioning columns are arranged on both the upper and lower sides of the mounting beam frame, and positioning grooves matching the positioning columns are arranged in both the upper wall plate and the lower wall plate.
[0008] The upper wall plate and the lower wall plate are provided with mounting holes corresponding to the fixing bolts on one side surface close to the fixing bolts, the positioning column is provided with threaded holes matching the positions of the mounting holes, and one end of the fixing bolt extends into the threaded holes for connection and fixing.
[0009] The connecting assembly includes a fixing plate and a connecting plate. The fixing plates are provided in two groups. The two fixing plates are respectively arranged between the mounting beam and the upper wall plate, and between the mounting beam and the lower wall plate. The fixing plates are fixed to the mounting beam, the upper wall plate, and the lower wall plate through the fixing assembly, and the two fixing plates are connected through the connecting plate.
[0010] The fixing assembly includes a pushing block, a fixing block and a limiting rod. A fixing groove is provided on one side of the mounting beam, the upper wall plate and the lower wall plate close to the fixing plate. Limiting grooves are symmetrically provided on the upper and lower sides of the fixing groove. The fixing block is arranged in the fixing groove. A telescopic groove is provided in the fixing block. Two groups of limiting rods are symmetrically provided in the telescopic groove. One end of the two limiting rods away from each other is clamped in the limiting groove. A partition is provided on the limiting rod. A spring is sleeved on the outside of the limiting rod between the partition and the telescopic groove. A transmission bin is provided on the fixing plate. The pushing block is movably arranged in the transmission bin. The pushing block is arranged vertically to the limiting rod.
[0011] The contact surfaces of the pushing block and the limiting rod are both arranged as inclined surfaces.
[0012] The fixing assembly also includes a knob, a threaded rod and a threaded tube. The threaded tube is fixedly arranged in the transmission bin, the threaded rod is threadedly connected in the threaded tube, and two ends of the threaded rod are fixedly connected to the knob and the push block respectively.
[0013] The upper and lower surfaces of the floor plate are connected to the upper wall plate and the lower wall plate respectively through support rods.
[0014] A method for constructing a large-scale and complex-shaped assembled exterior wall comprises the following steps: The cam is then fixed to the bottom of the frame, and the cam is then fixed to the bottom of the frame, and the cam is then fixed to the top of the frame, and the cam is then fixed to the top of the frame, and the cam is then fixed to the bottom ...
[0015] Compared with the prior art, the present invention has the following beneficial effects: Through the pre-installed installation beams and the prefabricated matching between the positioning columns and the positioning grooves, not only can the lifting and positioning processes of the upper wall panels and the lower wall panels be made faster, but also by connecting the reinforcement plates to the upper wall panels, the lower wall panels and the floor panels to form a multi-point fixed structure, the anchoring strength of the entire wall can be significantly improved. The upper wall panels and the lower wall panels are connected as an integral whole through two fixing plates and a connecting plate, which not only improves the bearing capacity of the wall, but also reduces local stress concentration and prevents local failures caused by external forces, thereby improving the overall safety and stability of the wall panels.
[0016] The fixing components can be used to conveniently fix the fixing plates to the upper wall panel-installation beam frame and the lower wall panel-installation beam frame sides, forming a more solid connection, increasing the upper limit of the external load that the wall can withstand, and further strengthening the integrity of the structure, ensuring that the wall will not deform violently when encountering vibrations or other stresses. At the same time, the fixing components make the disassembly and assembly process quick, and workers can easily remove and replace the fixing plates when later maintenance or structural adjustments are required. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a schematic diagram of the structure of the present invention; Figure 2 It is the left schematic diagram of the present invention; Figure 3 It is a schematic diagram of the right side of the present invention; Figure 4 It is a side perspective view of the present invention; Figure 5 for Figure 4 The enlarged schematic diagram at A in the middle; Figure 6It is a schematic diagram of the splitting of the present invention; In the figure: 1 is a floor plate, 2 is a mounting beam, 201 is a positioning column, 3 is a lower wall plate, 4 is an upper wall plate, 5 is a connecting assembly, 501 is a fixing plate, 502 is a connecting plate, 503 is a transmission compartment, 6 is a fixing assembly, 601 is a knob, 602 is a threaded rod, 603 is a threaded tube, 604 is a pushing block, 605 is a fixing block, 606 is a telescopic slot, 607 is a limiting rod, 608 is a spring, 7 is a reinforcing plate, 8 is a fixing bolt, 9 is a connecting bolt, 10 is a fixing slot, 11 is a limiting slot, 12 is a positioning slot, 13 is a mounting hole, and 14 is a supporting rod. DETAILED DESCRIPTION
[0018] In order to more clearly understand the above-mentioned purpose, features and advantages of the present invention, the present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.
[0019] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways different from the description. Therefore, the protection scope of the present invention is not limited to the specific embodiments disclosed below.
[0020] like Figures 1 to 6 As shown, a large-scale and complex-shaped assembled exterior wall construction structure includes a mounting beam frame 2 fixedly mounted on the side of a floor plate 1, and an upper wall panel 4 and a lower wall panel 3 arranged on the upper and lower sides of the floor plate 1, the upper wall panel 4 and the lower wall panel 3 are respectively arranged on the upper and lower sides of the mounting beam frame 2, the upper wall panel 4, the lower wall panel 3 and the mounting beam frame 2 are connected by a connecting component, the connecting component 5 is arranged on the upper wall panel 4, the lower wall panel 3 and the mounting beam frame 2 through a fixing component 6, and the connecting component is arranged on a side away from the floor plate 1; the upper wall panel 4 and the lower wall panel 3 are both connected to the floor plate 1 through a reinforcing plate 7, the reinforcing plate 7 is fixed to the upper wall panel 4 and the lower wall panel 3 through fixing bolts 8, and the reinforcing plate 7 is fixed to the floor plate 1 through connecting bolts 9.
[0021] By prefabricated matching between the pre-installed mounting beam 2 and the positioning column 201 and the positioning groove 12, not only can the hoisting and positioning process of the upper wall panel 4 and the lower wall panel 3 become faster, but also by connecting the reinforcing plate 7 with the upper wall panel 4, the lower wall panel 3 and the floor panel 1 to form a multi-point fixed structure, the anchoring strength of the entire wall can be significantly improved. In addition, the upper wall panel 4 and the lower wall panel 3 form an integral connection through two fixing plates 501 and the connecting plate 502, which not only improves the bearing capacity of the wall, but also reduces local stress concentration and prevents local failure caused by external forces, thereby improving the overall safety and stability of the wall panel.
[0022] Preferably, the reinforcing plate 7 is an L-shaped structural plate.
[0023] Preferably, positioning columns 201 are provided on both the upper and lower sides of the mounting beam 2 , and positioning grooves 12 matching the positioning columns 201 are provided in both the upper wall panel 4 and the lower wall panel 3 .
[0024] Preferably, mounting holes 13 corresponding to the fixing bolts 8 are provided on one side of the upper wall panel 4 and the lower wall panel 3 near the fixing bolts 8, and threaded holes matching the positions of the mounting holes 13 are provided on the positioning column 201, and one end of the fixing bolt 8 is inserted into the threaded hole for connection and fixing.
[0025] Preferably, the connecting component 5 includes a fixing plate 501 and a connecting plate 502. Two groups of fixing plates 501 are provided. The two fixing plates 501 are respectively arranged between the mounting beam 2 and the upper wall panel 4, and between the mounting beam 2 and the lower wall panel 3. The fixing plates 501 are fixed to the mounting beam 2, the upper wall panel 4, and the lower wall panel 3 through the fixing component 6, and the two fixing plates 501 are connected through the connecting plate 502.
[0026] Preferably, the fixing assembly 6 includes a pushing block 604, a fixing block 605 and a limiting rod 607. A fixing groove 10 is provided on the mounting beam 2, the upper wall panel 4 and the lower wall panel 3 on one side close to the fixing plate 501. Limiting grooves 11 are symmetrically provided on the upper and lower sides of the fixing groove 10. The fixing block 605 is arranged in the fixing groove 10. A telescopic groove 606 is provided in the fixing block 605. Two groups of limiting rods 607 are symmetrically provided in the telescopic groove 606. One end of the two limiting rods 607 away from each other is clamped in the limiting groove 11. A partition is provided on the limiting rod 607. A spring 608 is provided on the outer side of the limiting rod 607 between the partition and the telescopic groove 606. A transmission bin 503 is provided on the fixing plate 501. The pushing block 604 is movably provided in the transmission bin 503. The pushing block 604 and the limiting rod 607 are vertically provided.
[0027] Preferably, the contact surfaces of the pushing block 604 and the limiting rod 607 are both configured as inclined surfaces.
[0028] Preferably, the fixing assembly 6 also includes a knob 601, a threaded rod 602 and a threaded tube 603, the threaded tube 603 is fixedly arranged in the transmission compartment 503, the threaded rod 602 is threadedly connected in the threaded tube 603, and the two ends of the threaded rod 602 are fixedly connected to the knob 601 and the push block 604 respectively.
[0029] Preferably, the upper and lower surfaces of the floor plate 1 are connected to the upper wall plate 4 and the lower wall plate 3 respectively via support rods 14 .
[0030] The support rod 14 provides additional lateral support force, which can effectively resist the lateral pressure on the wall caused by external loads, and can also effectively prevent bending and deformation of the wall. By providing constraints on the upper wall panel 4 and the lower wall panel 3, the lateral displacement can be limited, and the internal stress concentration caused by position changes when dynamic loads occur can be reduced, thereby protecting the integrity of the structure.
[0031] A method for constructing a large-scale and complex-shaped assembled exterior wall comprises the following steps: First, the mounting beam 2 is pre-installed on the side of the floor plate 1, and then the lower wall plate 3 at the bottom is hoisted into place, and the positioning column 201 below the mounting beam 2 is clamped in the positioning groove 12 on the upper surface of the lower wall plate 3, and then the upper wall plate 4 is hoisted into place, and the positioning column 201 above the mounting beam 2 is clamped in the positioning groove 12 on the lower surface of the upper wall plate 4, and the reinforcing plate 7 is respectively connected to the positioning column 201 inside the upper wall plate 4 and the lower wall plate 3 by the fixing bolts 8, and then the reinforcing plate 7 is connected to the floor plate 1 by the connecting bolts 9, and then the fixing plate 501 is respectively fixed to the lower wall plate 3 and the upper wall plate by the fixing assembly 6. The lower wall panel 3 and the upper wall panel 4 are connected and fixed by the connecting plate 502, and finally the support rod 14 is installed on the side of the lower wall panel 3 and the upper wall panel 4, and the other end of the support rod 14 is fixed to the surface of the floor panel 1; when the fixing component 6 fixes the fixing plate 501 to the side of the lower wall panel 3 and the upper wall panel 4, it is only necessary to turn the knob 601 to drive the threaded rod 602 to rotate, and the threaded rod 602 moves under the action of the threaded tube 603, and the threaded rod 602 drives the pushing block 604 to move. During the movement of the pushing block 604, the limiting rod 607 is pushed to move, so that one end of the limiting rod 607 is clamped in the limiting groove 11.
[0032] Only the preferred embodiments of the present invention are described in detail above, but the present invention is not limited to the above embodiments. Various changes can be made within the knowledge scope of ordinary technicians in this field without departing from the purpose of the present invention, and various changes should be included in the protection scope of the present invention.
Claims
1. An assembled exterior wall construction structure with a large volume and complex shape, comprising a mounting beam frame (2) fixedly mounted on the side of a floor plate (1), and an upper wall plate (4) and a lower wall plate (3) arranged on the upper and lower sides of the floor plate (1), characterized in that: The upper wall panel (4) and the lower wall panel (3) are respectively arranged on the upper and lower sides of the mounting beam frame (2); the upper wall panel (4), the lower wall panel (3) and the mounting beam frame (2) are connected via a connecting assembly; the connecting assembly (5) is arranged on the upper wall panel (4), the lower wall panel (3) and the mounting beam frame (2) via a fixing assembly (6); the connecting assembly is arranged on a side away from the floor panel (1); the upper wall panel (4) and the lower wall panel (3) are both connected to the floor panel (1) via a reinforcing plate (7); the reinforcing plate (7) is fixed to the upper wall panel (4) and the lower wall panel (3) via fixing bolts (8); the reinforcing plate (7) is fixed to the floor panel (1) via connecting bolts (9).
2. According to claim 1, a large-scale complex-shaped assembled exterior wall construction structure is characterized by: The reinforcing plate (7) is an L-shaped structural plate.
3. According to claim 2, a large-scale complex-shaped assembled exterior wall construction structure is characterized by: Positioning columns (201) are provided on both the upper and lower sides of the mounting beam frame (2), and positioning grooves (12) matching the positioning columns (201) are provided in both the upper wall plate (4) and the lower wall plate (3).
4. According to claim 3, a large-scale complex-shaped assembled exterior wall construction structure is characterized by: The upper wall plate (4) and the lower wall plate (3) are provided with mounting holes (13) corresponding to the fixing bolts (8) on one side surface close to the fixing bolts (8), the positioning column (201) is provided with threaded holes matching the positions of the mounting holes (13), and one end of the fixing bolt (8) is inserted into the threaded holes for connection and fixing.
5. The large-scale complex-shaped assembled exterior wall construction structure according to claim 1 is characterized by: The connection assembly (5) comprises a fixing plate (501) and a connecting plate (502). Two groups of the fixing plates (501) are provided. The two fixing plates (501) are respectively provided between the mounting beam frame (2) and the upper wall plate (4), and between the mounting beam frame (2) and the lower wall plate (3). The fixing plates (501) are fixed to the mounting beam frame (2), the upper wall plate (4), and the lower wall plate (3) via a fixing assembly (6). The two fixing plates (501) are connected via a connecting plate (502).
6. The large-scale complex-shaped assembled exterior wall construction structure according to claim 5, characterized in that: The fixing assembly (6) comprises a pushing block (604), a fixing block (605) and a limiting rod (607); a fixing groove (10) is provided on one side of the mounting beam frame (2), the upper wall plate (4) and the lower wall plate (3) close to the fixing plate (501); limiting grooves (11) are symmetrically provided on the upper and lower sides of the fixing groove (10); the fixing block (605) is arranged in the fixing groove (10); a telescopic groove (606) is provided in the fixing block (605); and the limiting rod (607) is arranged in the telescopic groove. Two groups are symmetrically arranged in (606), and the ends of the two limit rods (607) that are away from each other are clamped in the limit groove (11), and a partition is arranged on the limit rod (607). A spring (608) is sleeved on the outside of the limit rod (607) between the partition and the telescopic groove (606). A transmission bin (503) is opened on the fixed plate (501), and the pushing block (604) is movably arranged in the transmission bin (503), and the pushing block (604) is arranged vertically with the limit rod (607).
7. The large-volume and complex-shaped assembled exterior wall construction structure according to claim 6 is characterized by: The contact surfaces of the pushing block (604) and the limiting rod (607) are both arranged as inclined surfaces.
8. The large-scale complex-shaped assembled exterior wall construction structure according to claim 6 is characterized by: The fixing assembly (6) further comprises a knob (601), a threaded rod (602) and a threaded tube (603); the threaded tube (603) is fixedly arranged in the transmission chamber (503); the threaded rod (602) is threadedly connected in the threaded tube (603); and two ends of the threaded rod (602) are respectively fixedly connected to the knob (601) and the push block (604).
9. The large-scale complex-shaped assembled exterior wall construction structure according to claim 1, characterized in that: The upper and lower surfaces of the floor plate (1) are connected to the upper wall plate (4) and the lower wall plate (3) respectively via support rods (14).
10. A construction method using the assembled exterior wall large-volume complex-shaped construction structure according to any one of claims 1 to 9, characterized in that: The following steps are involved: First, the mounting beam (2) is pre-installed on the side of the floor plate (1), and then the lower wall plate (3) located at the lower part is hoisted into place, and the positioning column (201) below the mounting beam (2) is clamped in the positioning groove (12) on the upper surface of the lower wall plate (3). Then, the upper wall plate (4) is hoisted into place, and the positioning column (201) above the mounting beam (2) is clamped in the positioning groove (12) on the lower surface of the upper wall plate (4). The reinforcing plate (7) is connected to the positioning columns (201) inside the upper wall plate (4) and the lower wall plate (3) respectively by fixing bolts (8), and then the reinforcing plate (7) is connected to the floor plate (1) by connecting bolts (9), and then the fixing plate (501) is fixed to the lower wall plate (3) and the upper wall plate respectively by fixing components (6). The fixing assembly (6) is fixed to the side of the lower wall panel (3) and the upper wall panel (4), and the two fixing plates (501) are connected and fixed by a connecting plate (502). Finally, a support rod (14) is installed on the side of the lower wall panel (3) and the upper wall panel (4), and the other end of the support rod (14) is fixed to the surface of the floor panel (1); when the fixing assembly (6) fixes the fixing plate (501) to the side of the lower wall panel (3) and the upper wall panel (4), it is only necessary to turn the knob (601) to drive the threaded rod (602) to rotate, and the threaded rod (602) moves under the action of the threaded tube (603), and the threaded rod (602) drives the push block (604) to move, and during the movement of the push block (604), the limit rod (607) is pushed to move, so that one end of the limit rod (607) is clamped in the limit groove (11).