Fabricated building installation assembly
By designing auxiliary alignment mechanisms in prefabricated buildings, the problem of limited vision during lifting is solved, and rapid alignment and structural stability are achieved.
Patent Information
- Application Number
- CN202422556337.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-23
- Publication Date
- 2025-08-15
- Estimated Expiration
- 2034-10-23
AI Technical Summary
In prefabricated building construction, when lifting wall panels, workers need to lie down and observe that the reserved steel bar holes are aligned with the steel bar positioning columns on the ground. The field of view is limited, resulting in the positioning work being unable to be carried out quickly.
An auxiliary alignment mechanism is designed, including setting up grooves, holes and round rods on the wall, and alignment is achieved through gravity sliding. Workers can judge that the reserved holes of the steel bars are aligned with the steel bar positioning column without lying down, and then welding and fixing.
Fast and accurate alignment and positioning are achieved, and construction efficiency and structural connection stability are improved.
Smart Images

Figure CN223227092U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of prefabricated buildings, and specifically to a prefabricated building installation component. Background Art
[0002] Prefabricated construction is a modern construction method that involves prefabricating various building components in factories and then assembling them on-site. The components used for installation vary widely, primarily including the following: Prefabricated exterior wall panels are a crucial component of prefabricated buildings, providing structural support and exterior decoration. Interior wall panels, also prefabricated, serve to divide spaces. These include floor slabs and roof slabs, which are prefabricated in factories and then installed on-site. Prefabricated balconies facilitate quick installation and improve construction efficiency. They come with pre-installed air conditioning duct connections, simplifying installation. Prefabricated staircases reduce on-site work and improve safety. They provide structural support and reduce on-site construction workload. Prefabricated wall panels are connected by reinforcing the reserved rebar holes with spiral stirrups. After the rebar is inserted, the holes are grouted. This method is suitable for connecting multi-layer shear walls. The outer ring of concrete is reinforced with spiral reinforcement to constrain it and ensure reliable rebar overlap.
[0003] When the wall panel is lifted by the lifting equipment and moved to the steel bar positioning column reserved above the ground foundation, workers are needed to assist in adjusting the position of the wall panel to ensure that the steel bar positioning column on the ground foundation is inserted into the steel bar reserved hole at the bottom of the wall panel. When the wall panel is adjusted by lifting, the worker is required to lie on the ground to confirm whether the steel bar reserved hole of the wall panel is located directly above the steel bar positioning column on the ground foundation. At this time, during the observation process, the worker cannot quickly perform the positioning work because of the limited field of vision when lying down. Utility Model Content
[0004] The purpose of the present application is to provide a prefabricated building installation component to solve the problem proposed in the above-mentioned background technology that when adjusting the position of the wall panel by hoisting, the worker needs to lie on the ground to confirm whether the steel bar reserved hole of the wall panel is located directly above the steel bar positioning column on the ground foundation. At this time, during the observation process, the worker cannot quickly perform the positioning work because the field of vision is limited when lying down.
[0005] To achieve the above-mentioned purpose, the present application provides the following technical solutions: an assembled building installation component, comprising: a wall and an auxiliary alignment mechanism, a steel bar reserved hole is opened at the bottom of the wall, the auxiliary alignment mechanism is arranged inside the wall, the auxiliary alignment mechanism includes a groove opened on the top of the wall, a No. 1 hole opened at the bottom of the groove, a No. 2 hole opened on the outer wall of the wall and a No. 1 round rod vertically slidably connected to the inside of the No. 1 hole, the bottom of the No. 1 hole is connected to the steel bar reserved hole of the wall, the diameter of the No. 1 hole is slightly larger than the diameter of the steel bar reserved hole of the wall, and the No. 2 hole is connected to the No. 1 hole.
[0006] By adopting the above technical solution, alignment and positioning can be quickly achieved during the wall hoisting process.
[0007] Preferably, the auxiliary alignment mechanism further comprises a metal plate arranged inside the groove, and the groove is adapted to the size of the metal plate.
[0008] By adopting the above technical solution, a fixed connection between structures can be achieved.
[0009] Preferably, the auxiliary alignment mechanism also includes a number three hole opened on the metal plate, and the number three hole is located above the number one hole.
[0010] By adopting the above technical solution, it is possible to provide internal structures with through-connections through the holes.
[0011] Preferably, the auxiliary alignment mechanism further has a No. 4 hole opened on the metal plate, and the No. 4 hole consists of a rectangular groove and a through hole opened at the bottom of the rectangular groove.
[0012] By adopting the above technical solution, the internal structure can be fixed after being connected through.
[0013] Preferably, the auxiliary alignment mechanism further includes a bolt cast in the bottom of the groove, and the bolt is connected through the fourth hole.
[0014] By adopting the above technical solution, after the through connection, the structures can be connected and fixed to each other.
[0015] Preferably, the auxiliary alignment mechanism further includes a No. 2 round rod welded above the No. 1 round rod, and the diameter of the No. 2 round rod is slightly larger than the diameter of the No. 1 round rod.
[0016] By adopting the above technical solution, it is possible to ensure that the No. 1 round rod will not fall off during displacement during the process of moving in the vertical direction.
[0017] Preferably, the prefabricated building installation assembly further comprises: a ground foundation, which is arranged below the wall, with steel bar positioning columns cast above the ground foundation, and the steel bar positioning columns of the ground foundation are inserted into the steel bar reserved holes in the wall.
[0018] By adopting the above technical solution, the positioning between structures is achieved through insertion.
[0019] To sum up, the present application includes the following beneficial effects: by providing an auxiliary alignment mechanism, when the wall is hoisted to the ground foundation, the lower half of the No. 1 round rod slides out of the outside of the wall inside the No. 1 hole due to gravity. At this time, the worker can align the No. 1 round rod located on the outside of the bottom of the wall with the steel bar positioning column on the ground foundation below, thereby quickly judging whether the steel bar positioning column can be accurately inserted into the steel bar reserved hole during the subsequent installation of the wall. At this time, the worker does not need to lie down to observe, and the subsequent worker can use welding equipment to weld the steel bar positioning column and the No. 1 round rod through the No. 2 hole, thereby increasing the strength of the overall structure when connected. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 A schematic diagram of the three-dimensional structure of this application;
[0021] Figure 2 A schematic diagram of the three-dimensional cross-sectional structure of this application;
[0022] Figure 3 This is a schematic diagram of the three-dimensional expanded structure of this application;
[0023] Figure 4 This is a schematic diagram of the three-dimensional structure of the metal plate of this application.
[0024] In the figure: 1. Wall; 2. Auxiliary alignment mechanism; 201. Groove; 202. Hole No. 1; 203. Hole No. 2; 204. Round rod No. 1; 205. Metal plate; 206. Hole No. 3; 207. Hole No. 4; 208. Bolt; 209. Round rod No. 2; 3. Ground foundation. DETAILED DESCRIPTION
[0025] The following will be combined with the drawings in the embodiments of this application to clearly and completely describe the technical solutions in the embodiments of this application. Obviously, the embodiments described are only part of the embodiments of this application, not all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of this application.
[0026] The following is combined with Figure 1-4 The embodiments of the present application are described in further detail.
[0027] Example 1
[0028] See also Figure 1-Figure 3 , this embodiment provides a technical solution: an assembled building installation assembly, comprising: a wall 1, an auxiliary alignment mechanism 2 and a ground foundation 3;
[0029] The bottom of the wall 1 is provided with a steel bar reserved hole, and the steel bar reserved hole provided in the wall 1 can provide a plug-in connection for the subsequent structure, thereby playing a fixed connection between the structures. The auxiliary alignment mechanism 2 is arranged inside the wall 1, and the auxiliary alignment mechanism 2 can provide the wall 1 with a fast hoisting movement to a specified position. The auxiliary alignment mechanism 2 includes a groove 201 provided on the top of the wall 1, and the groove 201 can provide an internal structure for placement, and the shape of the groove 201 is rectangular, and a number 1 is provided at the bottom of the groove 201. Hole 202, hole No. 1 202 can provide the internal structure with vertical sliding displacement, the bottom of hole No. 1 202 is connected with the steel bar reserved hole of wall 1, hole No. 1 202 can be connected with the steel bar reserved hole of wall 1, thereby providing the structure in hole No. 1 202 with synchronous movement in the steel bar reserved hole of wall 1, the diameter of hole No. 1 202 is slightly larger than the diameter of the steel bar reserved hole of wall 1, and can provide the structure in hole No. 1 202 without falling off from the steel bar reserved hole of wall 1 during movement.
[0030] Hole No. 203 is opened on the outer wall of the wall 1. Hole No. 203 is rectangular in shape and is connected to hole No. 1 202. Workers can operate the structure inside hole No. 1 202 through hole No. 203. Round rod No. 1 204 is vertically slidably connected to the inside of hole No. 1 202. Round rod No. 1 204 can be moved through the steel bar reserved hole of the wall 1 connected below hole No. 1 202. The ground foundation 3 is set below the wall 1. The ground foundation 3 is connected to the wall 1 at a 90° angle. A steel bar positioning column is cast above the ground foundation 3. The steel bar positioning column of the ground foundation 3 can be inserted into the steel bar reserved hole of the wall 1 for fixed connection.
[0031] When workers use lifting equipment to lift the wall 1, the No. 1 round rod 204 inside the No. 1 hole 202 in the wall 1 slides in the vertical direction due to the influence of its own weight. At this time, one end of the No. 1 round rod 204 will slide out vertically through the steel bar reserved hole in the wall 1. At this time, the No. 1 round rod 204 is used to align the steel bar positioning column above the ground foundation 3, thereby ensuring that the steel bar positioning column above the ground foundation 3 can be accurately inserted into the steel bar reserved hole in the wall 1 later. At this time, the steel bar positioning column above the ground foundation 3 will squeeze the No. 1 round rod 204, thereby allowing the No. 1 round rod 204 to move into the interior of the wall 1. Subsequently, the steel bar positioning column above the ground foundation 3 and the No. 1 round rod 204 can be welded at the joint through the No. 2 hole 203, thereby increasing the stability of the structure.
[0032] Example 2
[0033] See also Figures 1-4, this embodiment provides a technical solution: an assembled building installation component, including: a metal plate 205, a number three hole 206, a number four hole 207, a bolt 208 and a number two round rod 209;
[0034] The metal plate 205 disposed inside the groove 201 can be connected to other structures by welding, and the groove 201 is adapted to the size of the metal plate 205, which can ensure that the metal plate 205 is stably placed inside the groove 201. The third hole 206 is provided on the metal plate 205, and the third hole 206 is located above the first hole 202. The third hole 206 can allow the structure in the first hole 202 to move into the third hole 206. The fourth hole 207 is provided on the metal plate 205, and the fourth hole 207 consists of a rectangular groove and a through hole provided at the bottom of the rectangular groove. The No. 4 hole 207 can provide an internal structure to achieve a through connection. A bolt 208 is cast at the bottom of the groove 201, and the bolt 208 is connected through the No. 4 hole 207. The bolt 208 passes through the No. 4 hole 207, thereby providing a method of fixing the metal plate 205 inside the groove 201 and welding the No. 2 round rod 209 above the No. 1 round rod 204. The diameter of the No. 2 round rod 209 is slightly larger than the diameter of the No. 1 round rod 204. The No. 2 round rod 209 can be provided to prevent the No. 1 round rod 204 from falling out of the No. 1 hole 202 during movement when connected to the No. 1 round rod 204.
[0035] The metal plate 205 is connected to the bolt 208 through the No. 4 hole 207, thereby fixing the metal plate 205 inside the groove 201 on the wall 1. At this time, after the steel bar positioning column above the ground foundation 3 is welded to the No. 1 round rod 204, the No. 2 round rod 209 above the No. 1 round rod 204 will move to the inside of the No. 3 hole 206 of the metal plate 205. At this time, the No. 2 round rod 209 is usually welded to the inner wall of the No. 3 hole 206 of the metal plate 205, thereby improving the stability of the overall structure.
[0036] The implementation principle of an assembled building installation component of this application is:
[0037] First, when workers use lifting equipment to lift the wall 1, the No. 1 round rod 204 inside the No. 1 hole 202 in the wall 1 slides vertically due to the influence of its own weight. At this time, one end of the No. 1 round rod 204 will slide vertically through the steel bar reserved hole in the wall 1. At this time, the No. 1 round rod 204 is used to align the steel bar positioning column above the ground foundation 3, thereby ensuring that the steel bar positioning column above the ground foundation 3 can be accurately inserted into the steel bar reserved hole in the wall 1 later.
[0038] Secondly, at this time, the steel bar positioning column above the ground foundation 3 will squeeze the No. 1 round rod 204, thereby allowing the No. 1 round rod 204 to move into the interior of the wall 1. Subsequently, the steel bar positioning column above the ground foundation 3 and the No. 1 round rod 204 can be welded at the joint through the No. 2 hole 203, thereby increasing the stability of the structure.
[0039] Finally, the metal plate 205 is connected to the bolt 208 through the No. 4 hole 207, thereby fixing the metal plate 205 inside the groove 201 on the wall 1. At this time, after the steel bar positioning column above the ground foundation 3 is welded to the No. 1 round rod 204, the No. 2 round rod 209 above the No. 1 round rod 204 will move to the inside of the No. 3 hole 206 of the metal plate 205. At this time, the No. 2 round rod 209 is usually welded to the inner wall of the No. 3 hole 206 of the metal plate 205, thereby improving the stability of the overall structure.
[0040] It will be apparent to those skilled in the art that the present application is not limited to the details of the exemplary embodiments described above, and that the present application can be implemented in other specific forms without departing from the spirit or essential characteristics of the present application. Therefore, the embodiments should be considered in all respects as illustrative and non-restrictive, and the scope of the present application is defined by the appended claims, not the foregoing description, and all variations within the meaning and range of equivalents of the claims are intended to be included therein. Any reference sign in a claim should not be construed as limiting the claim to which it relates.
Claims
1. An assembled building installation assembly, characterized in that: include: A wall (1), wherein a steel bar reserved hole is provided at the bottom of the wall (1); An auxiliary alignment mechanism (2) is provided inside a wall (1), comprising a groove (201) provided on the upper portion of the wall (1), a No. 1 hole (202) provided at the bottom of the groove (201), a No. 2 hole (203) provided on the outer wall of the wall (1), and a No. 1 round rod (204) vertically slidably connected to the No. 1 hole (202), the bottom of the No. 1 hole (202) being connected to a steel bar reserved hole of the wall (1), the diameter of the No. 1 hole (202) being slightly larger than the diameter of the steel bar reserved hole of the wall (1), and the No. 2 hole (203) being connected to the No. 1 hole (202).
2. The prefabricated building installation assembly according to claim 1, characterized in that: The auxiliary alignment mechanism (2) further comprises a metal plate (205) arranged inside the groove (201), and the groove (201) is adapted to the size of the metal plate (205).
3. The prefabricated building installation assembly according to claim 2, characterized in that: The auxiliary alignment mechanism (2) further includes a third hole (206) formed on the metal plate (205), and the third hole (206) is located above the first hole (202).
4. The prefabricated building installation assembly according to claim 3, characterized in that: The auxiliary alignment mechanism (2) further comprises a fourth hole (207) provided on the metal plate (205), and the fourth hole (207) is composed of a rectangular groove and a through hole provided at the bottom of the rectangular groove.
5. The prefabricated building installation assembly according to claim 4, characterized in that: The auxiliary alignment mechanism (2) further comprises a bolt (208) cast in the bottom of the groove (201), and the bolt (208) penetrates and connects in the fourth hole (207).
6. The prefabricated building installation assembly according to claim 5, characterized in that: The auxiliary alignment mechanism (2) further comprises a second round rod (209) welded above the first round rod (204), and the diameter of the second round rod (209) is slightly larger than the diameter of the first round rod (204).
7. The prefabricated building installation assembly according to claim 1, characterized in that: The prefabricated building installation components also cover: A ground foundation (3) is provided below the wall (1), a steel bar positioning column is cast above the ground foundation (3), and the steel bar positioning column of the ground foundation (3) is inserted into a steel bar reserved hole of the wall (1).