A kind of assembled detachable non-load-bearing partition wall

Abstract

The present invention relates to an assembled detachable non-load-bearing partition wall, which belongs to the technical field of building construction. The partition wall comprises columns, wall grooves, wall panel grooves, side walls, middle wall A, middle wall B, T-shaped wall panels, web grooves, rib wall panels, rectangular reinforcement blocks, vertical reinforcement steel plates, rectangular grooves, steel plate grooves, triangular wall docking ribs, wall panel docking grooves, wall panel ribs, fixed short bars, short bar holes, and self-tapping screws; the partition wall is composed of wall panels arranged outside the wall; wall grooves and wall panel grooves are correspondingly arranged on the columns, and the entire partition wall is correspondingly fitted between the two columns; the wall panels and walls of the partition wall are fixed to each other, and the entire wall has high stability and high strength; reinforcement blocks and steel plates are arranged between the walls for reinforcement connection, and docking ribs are arranged between the walls and the wall panels for fitting connection, so that the rigidity of the wall is further improved, and the wall panels are reinforced and fixed with self-tapping screws.

Description

Technical Field

[0001] The invention belongs to the technical field of building construction, and particularly relates to an assembled detachable non-load-bearing partition wall. Background Art

[0002] The frame structure is composed of beams and columns connected by rigid or hinged connections to form a load-bearing system, that is, the frame composed of beams and columns jointly resists the horizontal and vertical loads that occur during use. The main advantages of the frame structure: flexible space division, light weight, conducive to earthquake resistance, and material saving; it has the advantage of being able to flexibly cooperate with the architectural plan layout, which is conducive to arranging building structures that require a larger space; the beams and columns of the frame structure are easy to standardize and finalize, which is convenient for the use of assembled integral structures to shorten the construction period; when using cast-in-place concrete frames, the integrity and rigidity of the structure are good, and good design and treatment can also achieve good earthquake resistance, and the beams or columns can be cast into various required cross-sectional shapes. The wall of the frame structure is a filler wall, which plays a role of enclosure and separation. The weight is borne by the beams and columns, and the filler wall does not bear weight. The frame structure is divided into full frame and half frame. The full frame has no load-bearing wall, and the half frame has a load-bearing wall. Generally, the filler wall of the frame structure will have a series of phenomena such as cracks and shrinkage over time. Overcome the common quality problems in the frame filler wall structure and improve the engineering of the frame filler wall structure. There are various filling walls in the prior art, most of which are hollow concrete blocks, which have the disadvantages of heavy weight, long maintenance period, not being resistant to high temperature, poor recyclability of demolished waste, etc., and are difficult to install and have a long construction period. Summary of the invention

[0003] The purpose of the present invention is to provide an assembled detachable non-load-bearing partition wall, which has good integrity and can be quickly installed on already installed prefabricated columns. After connection, the wall has a simple structure, is safe and reliable, saves materials, is easy to construct, and is easy to install and disassemble.

[0004] The technical solution adopted by the present invention is as follows:

[0005] An assembled detachable non-load-bearing partition wall, comprising a column, a wall groove, a wall panel groove, a side wall, a middle wall A, a middle wall B, a T-shaped wall panel, a web groove, a rib wall panel, a rectangular reinforcement block, a vertical reinforcement steel plate, a rectangular groove, a steel plate groove, a triangular wall butt rib, a wall panel butt groove, a wall panel rib, a fixed short rib, a short rib hole, and a self-tapping screw;

[0006] The prefabricated partition wall of the present invention is composed of wall panels arranged outside the concrete wall and arranged between two columns; the column is provided with a wall groove - and a wall panel groove - to facilitate docking of the wall and the wall panel; the side wall is arranged on both sides close to the column, and a rectangular groove is arranged in the middle horizontally and a steel plate groove is arranged in the middle vertically at the bottom; the middle wall A is arranged with a steel plate groove in the middle vertically at the bottom, a rectangular groove is arranged in the middle on the left, and a triangular wall docking rib is arranged on the right; the middle wall B is arranged with a steel plate groove in the middle vertically at the bottom, a triangular wall docking rib is arranged in the middle on the left, and a rectangular groove is arranged on the right; the T-shaped wall panel has a T-shaped cross-section and is arranged on the outside of the two side walls close to the column, and a web groove - with the same cross-sectional size as the rectangular groove is arranged on its web, and a wall panel rib is arranged at the end away from the column; the rib wall panel is arranged on the outside of the central wall, and two T-shaped wall panels are arranged on the outside of the central wall. Between, both ends are arranged with wall panel ribs; the webs on the T-shaped wall panels on both sides of the side wall are staggered and connected with each other. After the connection, a side wall and a middle wall A are arranged on the left and right, and the rectangular grooves and web grooves on the side wall and the middle wall A correspond to each other to form a rectangular empty groove, and a rectangular reinforcement block is arranged inside it for fixing; when the middle wall A and the middle wall B are connected, the triangular wall connection ribs of each other correspond to each other, and short rib holes are arranged on the triangular wall connection ribs, and fixed short ribs are used for fixed connection; between the upper and lower side walls, and between the upper and lower middle walls A and the middle wall B, the centrally arranged steel plate grooves can correspond to each other, and vertical stiffness reinforcement is carried out using vertical reinforcement steel plates; wall panel connection grooves are centrally arranged on the surfaces of both sides of the middle wall A and the middle wall B to facilitate the connection with the wall panel ribs on the T-shaped wall panels and the rib wall panels.

[0007] Furthermore, the height of the side walls, middle wall A, middle wall B, T-shaped wall panels, and rib wall panels are all half of the height of the entire wall, and the entire partition wall is vertically arranged with two groups of walls and wall panels.

[0008] Furthermore, the wall is composed of a side wall arranged on each side close to the column and a middle wall A and a middle wall B arranged in the middle.

[0009] Furthermore, the wall panel is composed of a T-shaped wall panel arranged on each side close to the column and a rib wall panel arranged in the middle.

[0010] Furthermore, after the wall panel ribs on the T-shaped wall panel and the rib wall panel correspond to each other, they are arranged in the wall panel docking grooves arranged centrally on the surfaces of both sides of the middle wall A and the middle wall B, and are further reinforced with self-tapping screws on both sides of the contact.

[0011] Beneficial effects of the present invention: The assembled detachable non-load-bearing partition wall of the present invention is formed by splicing prefabricated inner wall and outer wall panels. The connection can be carried out by reserving grooves on the prefabricated columns. It is easy to install and can be disassembled. Steel plates are also used for connection reinforcement between the upper and lower walls to enhance the rigidity of the vertical walls. Reinforcement blocks are used between the transverse walls to fix and reinforce the transverse rigidity. The outer wall panels wrap the inner walls inside and are fitted and connected with the inner walls. The overall structure is firm and stable, and it is extremely easy to disassemble, which improves construction efficiency and adapts to the development of frame structure walls. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a top view of the overall structure of the partition wall of the present invention.

[0013] Figure 2 This is a top view of the partition wall of the present invention.

[0014] Figure 3 It is a front view of the partition wall connection structure of the present invention.

[0015] Figure 4 It is a front view of the partition wall of the present invention.

[0016] Figure 5 This is a partial diagram of the connection between columns, walls and wall panel structures.

[0017] Figure 6 This is a partial diagram of the connection between the middle inner and outer walls and the wall panel structure.

[0018] Figure 7 This is the front view of the side wall structure.

[0019] Figure 8 This is a side view of the edge wall structure.

[0020] Fig. 9 This is the front view of the middle wall A structure.

[0021] Fig.10 This is the front view of the middle wall B structure.

[0022] Fig.11 This is a side view of the T-shaped wall panel structure.

[0023] In the figure: 1 is a column, 1-1 is a wall groove, 1-2 is a wall panel groove, 2 is a side wall, 3 is a middle wall A, 4 is a middle wall B, 5 is a T-shaped wall panel, 5-1 is a web groove, 6 is a rib wall panel, 7 is a rectangular reinforcement block, 8 is a vertical reinforcement steel plate, 9 is a rectangular groove, 10 is a steel plate groove, 11 is a triangular wall butt rib, 12 is a wall panel butt groove, 13 is a wall panel rib, 14 is a fixed short bar, 15 is a short bar hole, and 16 is a self-tapping screw. Specific embodiment:

[0025] In order to further illustrate the present invention, the present invention is described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be construed as limiting the protection scope of the present invention.

[0026] like Figure 1 As shown in FIG. 11, an assembled detachable non-load-bearing partition wall comprises a column 1, a wall groove 1-1, a wall panel groove 1-2, a side wall 2, a middle wall A3, a middle wall B4, a T-shaped wall panel 5, a web groove 5-1, a rib wall panel 6, a rectangular reinforcement block 7, a vertical reinforcement steel plate 8, a rectangular groove 9, a steel plate groove 10, a triangular wall butt rib 11, a wall panel butt groove 12, a wall panel rib 13, a fixed short rib 14, a short rib hole 15, and a self-tapping screw 16;

[0027] The prefabricated partition wall of the present invention is composed of a wall panel arranged outside a concrete wall and arranged between two columns 1; the column 1 is provided with a wall groove 1-1 and a wall panel groove 1-2 to facilitate docking of the wall and the wall panel; the side wall 2 is arranged on both sides close to the column 1, and a rectangular groove 9 is arranged in the middle horizontally and a steel plate groove 10 is arranged in the middle vertically at the bottom; the middle wall A3 is provided with a steel plate groove 10 in the middle vertically at the bottom, a rectangular groove 9 is arranged in the middle on the left, and a steel plate groove 10 is arranged in the middle on the right. A triangular wall butt rib 11 is arranged; a steel plate groove 10 is arranged in the center of the vertical bottom of the middle wall B4, a triangular wall butt rib 11 is arranged in the center on the left side, and a rectangular groove 9 is arranged on the right side; the T-shaped wall panel 5 has a T-shaped cross-section and is arranged on the outside of the two side walls close to the column 1, and a web groove 5-1 with the same cross-sectional size as the rectangular groove 9 is arranged on its web, and a wall panel rib 13 is arranged on the end away from the column 1; the rib wall panel 6 is arranged on the outside of the central wall, and the two T-shaped wall panels 5 are arranged between them. The webs on the T-shaped wall panels 5 on both sides of the side wall 2 are staggered and butted against each other. After butt-jointing, a side wall 2 and a middle wall A3 are arranged on each side, and the rectangular grooves 9 and the web grooves 5-1 on the side wall 2 and the middle wall A3 correspond to each other to form a rectangular empty groove, in which a rectangular reinforcement block 7 is arranged for fixing; when the middle wall A3 and the middle wall B4 are butt-jointed, the triangular wall butt-jointing ribs 11 of each other correspond to each other, and the The triangular wall butt joint ribs 11 are provided with short rib holes 15, and fixed short ribs 14 are used for fixed connection; the steel plate grooves 10 arranged in the center between the upper and lower side walls 2, and between the upper and lower middle walls A3 and the middle wall B4 can correspond to each other, and vertical reinforcement steel plates 8 are used for vertical stiffness reinforcement; the wall panel butt joint grooves 12 are arranged in the center on the two side surfaces of the middle wall A3 and the middle wall B4, so as to fit the wall panel ribs 13 on the butt joint T-shaped wall panel 5 and the rib wall panel 6.

[0028] The side walls, middle wall A, middle wall B, T-shaped wall panels and rib wall panels are all half the height of the entire wall, and the entire partition wall is vertically arranged with two groups of walls and wall panels.

[0029] The wall is composed of a side wall arranged on each side close to the column and a middle wall A and a middle wall B arranged in the middle.

[0030] The wall panel is composed of a T-shaped wall panel arranged on each side close to the column and a rib wall panel arranged in the middle.

[0031] After the wall panel ribs on the T-shaped wall panel and the rib wall panel correspond to each other, they are arranged in the wall panel docking grooves arranged centrally on the surfaces of both sides of the middle wall A and the middle wall B, and are further reinforced with self-tapping screws on both sides of the contact.

[0032] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principle of the present invention. These improvements and modifications should also be regarded as the scope of protection of the present invention.

Claims

1. An assembled detachable non-load-bearing partition wall, comprising a column (1), a wall groove (1-1), a wall panel groove (1-2), a side wall (2), a middle wall A (3), a middle wall B (4), a T-shaped wall panel (5), a web groove (5-1), a rib wall panel (6), a rectangular reinforcement block (7), a vertical reinforcement steel plate (8), a rectangular groove (9), a steel plate groove (10), a triangular wall butt joint rib (11), a wall panel butt joint groove (12), a wall panel rib (13), a fixing short rib (14), a short rib hole (15), and a self-tapping screw (16); Features: The assembled detachable non-load-bearing partition wall is composed of a concrete wall with a wall panel arranged outside and arranged between two columns (1); the column (1) is provided with a wall groove (1-1) and a wall panel groove (1-2) to facilitate docking of the wall and the wall panel; the side wall (2) is arranged on both sides close to the column (1), and a rectangular groove (9) is arranged in the middle of the side wall (2) in the horizontal direction, and a steel plate groove (10) is arranged in the middle of the bottom vertically; the middle wall A (3) is provided with a steel plate groove (10) in the middle of the bottom vertically, a rectangular groove (9) is arranged in the middle of the left side, and a triangular wall groove (10) is arranged in the right side. The middle wall B (4) is provided with a steel plate groove (10) in the center of the vertical bottom, a triangular wall butt joint rib (11) is arranged in the center on the left side, and a rectangular groove (9) is arranged on the right side; the T-shaped wall panel (5) has a T-shaped cross section and is arranged outside the two side walls close to the column (1), and a web groove (5-1) with the same cross-sectional size as the rectangular groove (9) is arranged on its web, and a wall panel rib (13) is arranged on the end away from the column (1); the rib wall panel (6) is arranged on the outside of the central wall and is located between the two T-shaped wall panels (5), and the rib wall panel (6) is arranged on the outside of the central wall and between the two T-shaped wall panels (5). Both ends of the plate are provided with wall plate ribs (13); the webs on the T-shaped wall plates (5) on both sides of the side wall (2) are staggered and butted against each other, and after butting against each other, a side wall (2) and a middle wall A (3) are arranged on each side, and the rectangular grooves (9) and the web grooves (5-1) on the side wall (2) and the middle wall A (3) correspond to each other, forming a rectangular empty groove, and a rectangular reinforcement block (7) is arranged inside the rectangular empty groove for fixing; when the middle wall A (3) and the middle wall B (4) are butted against each other, the triangular wall butting ribs (11) of each other correspond to each other, and the The triangular wall butt joint rib (11) is provided with short rib holes (15) and fixedly connected by fixed short ribs (14); the steel plate grooves (10) arranged in the middle between the upper and lower side walls (2) and between the upper and lower middle walls A (3) and the middle wall B (4) can correspond to each other, and vertical stiffening steel plates (8) are used to reinforce the vertical rigidity; the wall panel butt joint grooves (12) are arranged in the middle of the two side surfaces of the middle wall A (3) and the middle wall B (4) so ​​as to fit the wall panel ribs (13) on the butt joint T-shaped wall panel (5) and the rib wall panel (6); The side walls (2), middle wall A (3), middle wall B (4), T-shaped wall panels (5), and rib wall panels (6) are all half the height of the entire wall, and the entire partition wall is vertically arranged with two groups of walls and wall panels in the upper and lower parts; The wall is composed of a side wall (2) arranged on each side close to the column (1) and a middle wall A (3) or a middle wall B (4) arranged in the middle.

2. The assembled detachable non-load-bearing partition wall according to claim 1 is characterized in that: The wall panel is composed of a T-shaped wall panel (5) arranged on each side close to the column (1) and a rib wall panel (6) arranged in the middle.

3. The assembled detachable non-load-bearing partition wall according to claim 1 is characterized in that: After the wall panel ribs (13) on the T-shaped wall panel (5) and the rib wall panel (6) correspond to each other, they are arranged in the wall panel docking grooves (12) arranged in the center of the two side surfaces of the middle wall A (3) and the middle wall B (4), and are further reinforced using self-tapping screws (16) on both sides of the contact.

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