Assembling support structure of fabricated building

The modular assembly support structure for precast concrete walls enables precise alignment of steel reinforcement holes with embedded reinforcements, streamlining the installation process and reducing labor intensity.

CN223104173UActive Publication Date: 2025-07-15GUANGZHOU VOCATIONAL COLLEGE OF SCI & TECH
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Patent Information

Application Number
CN202422321271.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-24
Publication Date
2025-07-15
Estimated Expiration
2034-09-24

AI Technical Summary

Technical Problem

In prefabricated buildings, the process of aligning the steel bar holes with the embedded steel bars requires repeated adjustments, which is cumbersome to operate, resulting in long installation time and high fatigue intensity of staff.

Method used

The assembly bracket structure of a prefabricated building is adopted, including the base plate, vertical support plate and support rod. When lifting the wall through the hoisting equipment, the support rod is inserted into the perforation hole to achieve accurate docking between the reserved steel bar holes and the embedded steel bars, and simplify the operation process.

Benefits of technology

The rapid and precise docking of reserved steel bar holes and embedded steel bars is achieved, which shortens the installation time and reduces the fatigue strength of staff.

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Abstract

The utility model provides an assembly support structure of an assembly type building, and belongs to the technical field of assembly type buildings. The connecting structure is applied to a fabricated building wall and comprises a bottom plate, a vertical supporting plate is arranged on the side bottom wall of the fabricated building wall, an open groove is formed in the side wall of the vertical supporting plate, penetrating holes formed in the two sides of the open groove are symmetrically formed in the two sides of the top of the vertical supporting plate, and supporting rods matched with the penetrating holes are symmetrically arranged at the two ends of the top of the bottom plate; and the supporting rod is in threaded connection with a locking nut arranged at the top of the vertical supporting plate. When the fabricated building wall body is hoisted to the position above the embedded steel bars, the fabricated building wall body slowly moves downwards, when the fabricated building wall body moves downwards to a certain height, the supporting rods are inserted into the penetrating holes firstly, then the position of the fabricated building wall body can be limited, and at the moment, the reserved steel bar holes in the bottom of the fabricated building wall body are located over the embedded steel bars; therefore, accurate butt joint of the reserved steel bar holes and the embedded steel bars can be rapidly achieved, operation is easy, the installation time of the fabricated building wall is effectively shortened, and the fatigue strength of workers is reduced.
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Description

Technical Field

[0001] The utility model provides an assembling support structure for an assembled building, belonging to the technical field of assembled buildings. Background Technique

[0002] An assembled building refers to a building assembled on a construction site with prefabricated components. The advantages of this kind of building are fast construction speed, little restriction by climatic conditions, labor saving and improved building quality, so that a fixed structure of an assembled building is widely used on a construction site.

[0003] When installing an assembled building wall, the assembled building wall is lifted by a hoisting device. When the assembled building wall is lifted above the embedded steel bars, the assembled building wall is slowly lowered, and manually adjusted by workers, so that the reserved steel bar holes at the bottom of the assembled building wall are directly above the embedded steel bars. After complete alignment, the assembled building wall is lowered to the ground.

[0004] Based on the above search, combined with the existing technology, it is found that during the process of aligning the reserved steel bar holes at the bottom of the assembled building wall with the directly above of the embedded steel bars, it often requires workers to repeatedly adjust, the operation is relatively cumbersome, the installation time of the entire assembled building wall is relatively long, and the fatigue strength of the workers is relatively large. Content of the Utility Model

[0005] The technical problem solved by the utility model is that during the process of aligning the reserved steel bar holes with the embedded steel bars, it often requires workers to repeatedly adjust, the operation is relatively cumbersome, the installation time is relatively long, and the fatigue strength of the workers is relatively large.

[0006] To solve the technical problem, the technical solution provided by the utility model is: an assembling support structure for an assembled building, which is applied to an assembled building wall, including a bottom plate fixedly arranged on the ground. A vertical support plate is arranged on the side bottom wall of the assembled building wall above the bottom plate. An opening groove is arranged on the side wall of the vertical support plate. Through holes are symmetrically arranged on both sides of the top of the vertical support plate on both sides of the opening groove. Support rods matching the through holes are symmetrically arranged at both ends of the top of the bottom plate. A locking nut placed on the top of the vertical support plate is threadedly connected to the support rod.

[0007] Further, the bottom plate is provided with a second installation hole, and a second bolt passing through the installation hole and fixedly connected to the ground is arranged on the top of the bottom plate.

[0008] Further, first installation holes are arranged on both the side bottom wall of the assembled building wall and the side wall of the opening groove, and a first bolt matching the first installation hole is arranged on the side wall of the opening groove.

[0009] Further, the length of the support rod is higher than the height of the pre-embedded steel bars on the ground, and the height difference is 8 - 15 cm. The upper end of the support rod is provided with a thread matching the locking nut.

[0010] Further, the height between the bottom of the prefabricated building wall and the bottom of the vertical support plate is the same as the thickness of the bottom plate, and the joint between the bottom plate and the vertical support plate is in a vertical state.

[0011] Advantages of the present utility model:

[0012] Lift the prefabricated building wall by a hoisting device. When the prefabricated building wall is hoisted above the pre-embedded steel bars, slowly lower the prefabricated building wall to drive the vertical support plate to move down. When it moves down to a certain height, the support rod will first be inserted into the through hole, so as to limit the position of the prefabricated building wall. At this time, the reserved steel bar hole at the bottom of the prefabricated building wall is directly above the pre-embedded steel bar, so as to quickly realize the precise docking of the reserved steel bar hole and the pre-embedded steel bar. The operation is simple, effectively shortening the installation time of the prefabricated building wall and reducing the fatigue strength of the staff. Description of the drawings

[0013] Figure 1 Structural schematic of an assembling bracket structure of a prefabricated building of the present utility model Figure 1 。

[0014] Figure 2 Structural schematic of an assembling bracket structure of a prefabricated building of the present utility model Figure 2 。

[0015] Figure 3 Planar schematic of an assembling bracket structure of a prefabricated building of the present utility model Figure 1 。

[0016] Figure 4 Planar schematic of an assembling bracket structure of a prefabricated building of the present utility model Figure 2 。

[0017] 1. Prefabricated building wall; 2. Bottom plate; 3. Vertical support plate; 4. Opening groove; 5. Support rod; 6. Locking nut; 7. Through hole; 8. Bolt II; 9. Mounting hole I; 10. Bolt I; 11. Thread. Specific embodiments

[0018] The present utility model will be further described below with reference to the drawings.

[0019] According to the attached Figure 1 、 3, as shown in Figure 4: The present utility model provides an assembling support structure for prefabricated buildings: It is applied to the wall body 1 of prefabricated buildings and includes a bottom plate 2 fixedly arranged on the ground. The bottom plate 2 is provided with a second installation hole, and at the top of the bottom plate 2, there is a second bolt 8 passing through the installation hole and fixedly connected to the ground. According to the size of the wall body 1 of the prefabricated building, position measurement is carried out on one side of the embedded steel bars on the ground, and then the position of the bottom plate 2 is determined, and the bottom plate 2 is fixed on the ground through the second bolt 8.

[0020] According to the attached Figure 1 , 3 , as shown in the figure: The side bottom wall of the prefabricated building wall body 1 is provided with a vertical support plate 3 placed above the bottom plate 2. The side wall of the vertical support plate 3 is provided with an opening groove 4. The side bottom wall of the prefabricated building wall body 1 and the side wall of the opening groove 4 are both provided with a first installation hole 9. On the side wall of the opening groove 4, there is a first bolt 10 matching the first installation hole 9. The vertical support plate 3 is fixed on the side bottom wall of the prefabricated building wall body 1 through the first bolt 10. The height between the bottom of the prefabricated building wall body 1 and the bottom of the vertical support plate 3 is the same as the thickness of the bottom plate 2. The splicing part between the bottom plate 2 and the vertical support plate 3 is in a vertical state, ensuring that when the bottom plate 2 and the vertical support plate 3 are spliced, when the bottom of the prefabricated building wall body 1 is in contact with the ground, at this time, the top of the bottom plate 2 is closely attached to the bottom of the vertical support plate 3, and thus the plane of the prefabricated building wall body 1 can be effectively positioned on the ground.

[0021] According to the attached Figure 1 , 2 , as shown in Figure 3: On both sides of the top of the vertical support plate 3, there are perforations 7 symmetrically arranged on both sides of the opening groove 4. At both ends of the top of the bottom plate 2, there are support rods 5 symmetrically arranged and matching the perforations 7. The length of the support rods 5 is higher than the height of the embedded steel bars on the ground, and the height difference is 8 - 15 cm. There is a locking nut 6 threaded on the support rod 5 and placed on the top of the vertical support plate 3. The upper rod body of the support rod 5 is provided with a thread 11 matching the locking nut 6. The prefabricated building wall body 1 is hoisted by a hoisting device. When the prefabricated building wall body 1 is hoisted above the embedded steel bars, the prefabricated building wall body 1 is slowly lowered to drive the vertical support plate 3 to move down. When it moves down to a certain height, the support rods 5 will first be inserted into the perforations 7, and thus the position of the prefabricated building wall body 1 can be limited. At this time, the reserved steel bar holes at the bottom of the prefabricated building wall body 1 are directly above the embedded steel bars, and thus the accurate docking of the reserved steel bar holes and the embedded steel bars can be quickly realized.

[0022] The principle of the present utility model

[0023] During use, the position is measured on one side of the embedded steel bars on the ground according to the size of the prefabricated building wall 1 to determine the position of the bottom plate 2. The bottom plate 2 is fixed to the ground through the second bolt 8. The position of the first mounting hole 9 is measured on the prefabricated building wall 1, and the vertical support plate 3 is fixed to the bottom wall on one side of the prefabricated building wall 1 through the first bolt 10. Then, the prefabricated building wall 1 is lifted by a hoisting device. When the prefabricated building wall 1 is lifted above the embedded steel bars, the prefabricated building wall 1 is slowly lowered to drive the vertical support plate 3 to move down. When it moves down to a certain height, the support rod 5 will first be inserted into the through hole 7, so as to limit the position of the prefabricated building wall 1. At this time, the reserved steel bar hole at the bottom of the prefabricated building wall 1 is directly above the embedded steel bar, so as to quickly realize the precise docking of the reserved steel bar hole and the embedded steel bar. The operation is simple, effectively shortening the installation time of the prefabricated building wall and reducing the fatigue strength of the staff. When the prefabricated building wall 1 moves down to the bottom and fits with the ground, the top of the bottom plate 2 is closely attached to the bottom of the vertical support plate 3 at this time. The locking nut 6 is screwed onto the support rod 5 until the bottom of the locking nut 6 fits with the top of the vertical support plate 3, so as to lock the bottom plate 2 and the vertical support plate 3 together, and then effectively position the prefabricated building wall 1 on the ground for auxiliary support, effectively preventing the prefabricated building wall 1 from tilting sideways.

[0024] The above describes the present invention and its implementation manners. Such description is not restrictive. What is shown in the drawings is only one of the implementation manners of the present invention, and the actual structure is not limited thereto. All in all, if those of ordinary skill in the art are inspired by it and design similar structural manners and embodiments without creative work without departing from the creative purpose of the present invention, they shall fall within the protection scope of the present invention.

Claims

1. An assembly support structure for prefabricated buildings, which is applied to the wall (1) of prefabricated buildings, and is characterized in that: It includes a bottom plate (2) fixedly arranged on the ground. A vertical support plate (3) is provided on the side bottom wall of the prefabricated building wall (1) and is placed above the bottom plate (2). An opening groove (4) is provided on the side wall of the vertical support plate (3). Perforations (7) are symmetrically provided on both sides of the top of the vertical support plate (3) and are placed on both sides of the opening groove (4). Support rods (5) matching the perforations (7) are symmetrically provided at both ends of the top of the bottom plate (2). A locking nut (6) placed on the top of the vertical support plate (3) is threadedly connected to the support rod (5).

2. The assembling support structure of a prefabricated building according to claim 1, characterized in that: Mounting holes II are provided on the bottom plate (2). Bolts II (8) passing through the mounting holes and fixedly connected to the ground are provided on the top of the bottom plate (2).

3. The assembling bracket structure of a prefabricated building according to claim 1, characterized in that: Mounting holes I (9) are provided on both the side bottom wall of the prefabricated building wall (1) and the side wall of the opening groove (4). Bolts I (10) matching the mounting holes I (9) are provided on the side wall of the opening groove (4).

4. The assembling support structure of a prefabricated building according to claim 1, characterized in that: The length of the support rod (5) is higher than the height of the ground embedded steel bars, and the height difference is 8 - 15 cm. Threads (11) matching the locking nut (6) are provided on the upper rod body of the support rod (5).

5. The assembling support structure of a prefabricated building according to claim 1, characterized in that: The height between the bottom of the prefabricated building wall (1) and the bottom of the vertical support plate (3) is the same as the thickness of the bottom plate (2). The splicing part of the bottom plate (2) and the vertical support plate (3) is in a vertical state.