Fabricated building new material prefabricated wall reinforcing part

Abstract

The utility model discloses an assembly type building new material prefabricated wall body reinforcing member which comprises a prefabricated wall body, the prefabricated wall body is a plate block of a rectangular structure, a reinforcing steel bar net rack is embedded in the prefabricated wall body, and a plurality of pairs of reinforcing connecting grooves are formed in the bottom of the prefabricated wall body in a matrix mode. The utility model relates to the technical field of fabricated buildings, according to the fabricated building new material prefabricated wall reinforcing member, in the connecting process of a prefabricated wall and the ground, the guiding and connecting effects are achieved through the reinforcing members of two structural forms, and the reinforcing rod members and the reinforcing connecting grooves are connected through a conventional grouting steel bar structure; by arranging the pair of height-adjustable guide rods and embedding the pre-embedded guide sleeves in the prefabricated wall body, the guiding effect is achieved, the situation that the reinforcing rod pieces are collided due to instability in the hoisting process is avoided, the installation efficiency is improved, and the damage risk is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of assembled building, in particular to a prefabricated wall reinforcement member made of new materials for assembled buildings. Background Art

[0002] In the modern construction process, prefabricated walls made of lightweight materials have the characteristics of high construction efficiency and good structural strength. Therefore, they are increasingly widely used. In order to improve the structural strength and stability of the entire wall panel, the building walls are often reinforced with steel bar insertion structures during prefabricated building construction. The steel bar holes at the bottom of the prefabricated wall are vertically connected to the steel bars and then filled for fixation.

[0003] However, during the use of this type of reinforcement structure, in order to allow space for grouting to flow out, the coordination between the steel bars and the steel bar holes is mostly intermittent, which requires personnel assistance for alignment during the hoisting process. As a result, not only is it easy to have problems with skewed hoisting, but the installation efficiency is also low. In view of this, an in-depth study was conducted on the above-mentioned issues, which led to the creation of this case. Utility Model Content

[0004] In view of the deficiencies of the prior art, the utility model provides a prefabricated wall reinforcement member made of new materials for assembled buildings, which solves the problems of the existing background technology.

[0005] To achieve the above objectives, the utility model is implemented through the following technical solutions: an assembled building new material prefabricated wall reinforcement, comprising a prefabricated wall, the prefabricated wall is a rectangular structure plate, a reinforcing steel grid is embedded in the prefabricated wall, and a plurality of pairs of reinforcing connection grooves arranged in a matrix are arranged at the bottom of the prefabricated wall;

[0006] It also includes a plurality of pairs of reinforcing rods, a plurality of pairs of the reinforcing connection grooves are sleeved outside the plurality of pairs of reinforcing rods, a plurality of pairs of reinforcing connection fences are symmetrically arranged on both sides of the prefabricated wall, and at least one pair of embedded guide sleeves are arranged at the bottom of the prefabricated wall between the plurality of pairs of reinforcing connection grooves;

[0007] At least one pair of guide rods is arranged between the pairs of reinforcing rods, and the positions of the pair of guide rods and the pair of embedded guide sleeves correspond to each other;

[0008] A guide hole is provided at the center of the embedded guide sleeve, and the guide hole and the guide rod are in transitional fit;

[0009] The bottom of the guide rod is coaxially movably connected with a control threaded rod, and the bottom of the guide rod is threadedly connected with an embedded reference sleeve through the control screw rod.

[0010] Preferably, the number of the embedded guide sleeves matches the number and position of the guide rods, the bottom of the guide hole is provided with a guide groove, and the top of the corresponding guide rod is provided with a guide slope edge.

[0011] Preferably, a connector with a T-shaped cross-section is provided at the end of the control threaded rod, and a matching rotation groove is provided on the guide rod.

[0012] Preferably, the outer ring of the embedded reference sleeve is provided with a plurality of reinforcing ribs, and the central axis of the embedded reference sleeve is provided with a threaded hole matching the control threaded rod.

[0013] Preferably, a grouting hole is provided on the outer side of the reinforced connection groove and penetrates the surface of the prefabricated wall.

[0014] Preferably, the end of the control threaded rod is connected to a rotating plate, and the rotating plate is a polygonal structure.

[0015] Beneficial Effects

[0016] The utility model provides a prefabricated wall reinforcement member of a prefabricated building new material. The utility model has the following beneficial effects: the prefabricated wall reinforcement member of a prefabricated building new material, in the process of connecting the prefabricated wall with the ground, realizes the guiding and connecting functions through two structural forms of reinforcement members, the reinforcing rod and the reinforcing connecting groove are connected by a conventional grouting steel bar structure, and the guiding function is realized by setting a pair of height-adjustable guide rods and embedding a pre-embedded guide sleeve in the prefabricated wall, avoiding instability during the hoisting process, thereby causing collisions to the reinforcing rod, improving installation efficiency, and reducing the risk of damage. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 This is a schematic diagram of the main view and partial cross-section structure of a prefabricated wall reinforcement member of a new assembled building material described in the utility model.

[0018] Figure 2 This is a schematic diagram of the main cross-sectional structure of a prefabricated wall reinforcement member of a prefabricated building new material described in the utility model.

[0019] Figure 3 It is a schematic diagram of the side cross-sectional structure of a prefabricated wall reinforcement member of a prefabricated building new material described in the utility model.

[0020] In the figure: 1. Prefabricated wall; 2. Reinforced connection groove; 3. Reinforced rod; 4. Embedded guide sleeve; 5. Guide rod; 6. Control threaded rod; 7. Embedded reference sleeve; 8. Connector; 9. Reinforcement rib; 10. Grouting hole; 11. Rotating rotary plate. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] See also Figure 1-3 The utility model provides an implementation scheme: in the installation process of modern light prefabricated wall 1, the connection between the wall and the ground is often connected by steel bar insertion, and filling reinforcement is performed after the position is determined. However, in order to reserve space for filling, this reinforcement method requires that the bottom opening diameter of the prefabricated wall 1 is larger than the diameter of the fixed steel bar. Therefore, the posture needs to be constantly adjusted during the hoisting process, which is not only inefficient, but also easy to cause bumps and damage to the holes of the prefabricated wall 1.

[0023] In view of the above problems, the present application discloses a reinforcement member for a prefabricated wall 1 of a prefabricated building new material. The reinforcement member is composed of two parts, one part is on the prefabricated wall 1 and the other part is on the ground where the prefabricated wall 1 is assembled. Specifically, the prefabricated wall 1 is a plate of a rectangular structure, and a reinforcing steel grid is buried in the prefabricated wall 1. The overall strength of the prefabricated wall 1 is improved by reinforcing the steel grid. A plurality of pairs of reinforcing connecting fences are symmetrically arranged on both sides of the prefabricated wall 1 for horizontal connection of the prefabricated wall 1.

[0024] Specifically, a plurality of pairs of reinforcing connection grooves 2 are arranged in a matrix at the bottom of the prefabricated wall 1, and the reinforcing connection grooves 2 are used to be inserted with the reinforcing rods 3 on the ground, and then the connection function of the prefabricated wall 1 is realized by filling. At least one pair of embedded guide sleeves 4 is arranged between the plurality of pairs of reinforcing connection grooves 2 at the bottom of the prefabricated wall 1;

[0025] Matching the design of the above-mentioned prefabricated wall 1, the wall reinforcement part also includes a plurality of pairs of reinforcing rods 3, which are buried under the installation ground of the prefabricated wall 1 in a matrix structure. When installing the prefabricated wall 1, a plurality of pairs of reinforcing connection grooves 2 are sleeved outside the plurality of pairs of reinforcing rods 3, and then filled to achieve connection between the prefabricated wall 1 and the ground;

[0026] Furthermore, at least one pair of guide rods 5 is arranged between the pairs of reinforcing rods 3, and the positions of the pair of guide rods 5 correspond to the positions of the pair of embedded guide sleeves 4. A guide hole is opened in the center of the embedded guide sleeve 4, and the guide hole and the guide rod 5 are transitionally matched. When the prefabricated wall 1 is hoisted for installation, the prefabricated wall 1 is suspended above the installation position, and the guide rod 5 is inserted into the guide hole by adjusting the height of the guide rod 5 with manual assistance, and then the prefabricated wall 1 is slowly lowered. Since the guide rod 5 and the embedded guide sleeve 4 are transitionally matched and the number is not less than one pair, the prefabricated wall 1 can only move downward under the numerical guidance of the guide rod 5, thereby improving the efficiency and accuracy of the installation;

[0027] Specifically, a control threaded rod 6 is coaxially movably connected to the bottom of the guide rod 5, and a pre-buried reference sleeve 7 is threadedly connected to the bottom of the guide rod 5 through the control screw. The control threaded rod 6 can be threadedly matched with the pre-buried reference sleeve 7 by rotating, thereby realizing the height adjustment of the guide rod 5, so that the guide rod 5 exceeds the height of the reinforcing rod, so that the prefabricated wall 1 is guided by the guide rod 5 before it contacts the reinforcing rod 3, avoiding shaking and collision of the reinforcing rod 3 during lifting.

[0028] As a preferred solution, further, the number of embedded guide sleeves 4 matches the number and position of guide rods 5, a guide groove is provided at the bottom of the guide hole, and a guide slope is provided at the top of the corresponding guide rod 5, so that the installation difficulty is further reduced through the slope guiding effect.

[0029] As a preferred solution, further, a connector 8 with a T-section is provided at the end of the control threaded rod 6 , and a matching rotation groove is provided on the guide rod 5 , and the axial limitation of the control threaded rod 6 can be achieved through the connector 8 .

[0030] As a preferred solution, further, the outer ring of the embedded reference sleeve 7 is provided with a plurality of reinforcing ribs 9, and the central axis of the embedded reference sleeve 7 is provided with a threaded hole matching the control threaded rod 6, so as to improve the structural strength of the embedded reference sleeve 7 and improve the stability and bonding degree of the embedding.

[0031] As a preferred solution, further, a grouting hole 10 is provided on the outer side of the reinforced connection groove 2 and penetrates the surface of the prefabricated wall 1 for grouting.

[0032] As a preferred solution, further, the end of the control threaded rod 6 is connected with a rotating plate 11 , and the rotating plate 11 is a polygonal structure, and the control threaded rod 6 can be easily rotated by rotating the rotating plate 11 .

[0033] From the above, it can be generally known that the reinforcement of the prefabricated wall 1 of the new assembled building material realizes the guiding and connecting functions through two structural forms of reinforcements in the process of connecting the prefabricated wall 1 with the ground. The reinforcing rod 3 and the reinforced connecting groove 2 are connected by a conventional grouting steel bar structure. A pair of adjustable height guide rods 5 are provided and a pre-embedded guide sleeve 4 is embedded in the prefabricated wall 1 to realize the guiding function, avoid instability during the lifting process, and thus cause bumps to the reinforcing rod 3, thereby improving the installation efficiency and reducing the risk of damage.

[0034] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A prefabricated wall reinforcement member of a prefabricated building new material, comprising a prefabricated wall (1), wherein the prefabricated wall (1) is a rectangular plate, wherein a reinforcing steel grid is embedded in the prefabricated wall (1), characterized in that: The bottom of the prefabricated wall (1) is provided with a plurality of pairs of reinforcing connection grooves (2) arranged in a matrix; It also comprises a plurality of pairs of reinforcing rods (3), a plurality of pairs of the reinforcing connection grooves (2) are sleeved outside the plurality of pairs of reinforcing rods (3), a plurality of pairs of reinforcing connection fences are symmetrically arranged on both sides of the prefabricated wall (1), and at least one pair of embedded guide sleeves (4) are arranged at the bottom of the prefabricated wall (1) between the plurality of pairs of reinforcing connection grooves (2); At least one pair of guide rods (5) is arranged between the plurality of pairs of reinforcing rods (3), and the positions of the pair of guide rods (5) and the pair of pre-embedded guide sleeves (4) correspond to each other; A guide hole is provided at the center of the embedded guide sleeve (4), and the guide hole and the guide rod (5) are in transitional fit; The bottom of the guide rod (5) is coaxially movably connected to a control threaded rod (6), and the bottom of the guide rod (5) is threadedly connected to a pre-buried reference sleeve (7) via the control screw.

2. The prefabricated wall reinforcement member of the new building material according to claim 1, characterized in that: The number of the embedded guide sleeves (4) matches the number and position of the guide rods (5); the bottom of the guide hole is provided with a guide groove, and the top of the corresponding guide rod (5) is provided with a guide slope edge.

3. The prefabricated wall reinforcement member of the new building material according to claim 2, characterized in that: The end of the control threaded rod (6) is provided with a connector (8) with a T-shaped cross section, and the guide rod (5) is provided with a matching rotation groove.

4. The prefabricated wall reinforcement member of the new building material according to claim 3 is characterized in that: The outer ring of the embedded reference sleeve (7) is provided with a plurality of reinforcing ribs (9), and the central axis of the embedded reference sleeve (7) is provided with a threaded hole matching the control threaded rod (6).

5. The prefabricated wall reinforcement member of the new building material according to claim 4, characterized in that: The outer side of the reinforced connection groove (2) is provided with a grouting hole (10) penetrating the surface of the prefabricated wall (1).

6. The prefabricated wall reinforcement member of the new building material according to claim 5, characterized in that: The end of the control threaded rod (6) is connected to a rotating plate (11), and the rotating plate (11) is a polygonal structure.

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