Fabricated tie bar structure of masonry wall

Abstract

The utility model is applicable to the technical field of assembly type buildings, and provides an assembly type tie bar structure of a masonry wall, which comprises a structural column and an overground structure, a plurality of vertical structural bars are vertically and fixedly connected in the structural column, and a bayonet socket is fixedly connected at the bottom end of the structural column. According to the fabricated tiepiece structure of the masonry wall, by arranging the inserting bases, the vertical structural ribs and the overground structure, the whole structural column is machined in advance in a prefabricated mode, and when installation is needed, the overground structure is firstly formed on a floor slab or a bottom floor of a building; then the inserting base of the structural column is inserted into the inserting groove of an overground structure, concrete is poured into the inserting base, the structural column body can be fixed after the concrete is dried, at the moment, a one-end tensioning structure of the masonry wall can be formed, the masonry wall can be unfolded on the two sides of the device, long construction time does not need to be occupied in the actual use process, and the construction efficiency is improved. The overall efficiency of a project is improved, and the practicability of the device is also improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of assembled buildings, and in particular relates to an assembled reinforcement structure of a masonry wall. Background Art

[0002] Prefabricated buildings refer to buildings that transfer a large amount of on-site work in traditional construction methods to factories, where building components and accessories (such as floor slabs, wall panels, stairs, balconies, etc.) are processed and manufactured in the factory, transported to the construction site, and assembled and installed on site through reliable connection methods.

[0003] Masonry wall refers to a wall built with blocks and mortar using a certain masonry method. This type of wall is composed of a large number of bricks as a whole. However, in order to ensure the structural stability of the wall, it is often necessary to set up reinforcement structures at intervals on the wall. The current reinforcement structures are often directly cast on site, which requires a certain construction period, has a certain impact on the progress of the entire project, and is relatively inconvenient. Utility Model Content

[0004] The utility model provides an assembled reinforcement structure for a masonry wall, aiming to solve the problem that current reinforcement structures are often directly cast on site, which requires a certain construction period, has a certain impact on the progress of the entire project, and is relatively inconvenient.

[0005] The utility model is implemented as follows: an assembled reinforcement structure for a masonry wall comprises a structural column and an above-ground structure; a plurality of vertical structural reinforcements are vertically fixedly connected to the interior of the structural column, a socket is fixedly connected to the bottom end of the structural column, and the bottom ends of the plurality of vertical structural reinforcements all pass through the socket and extend downward; the above-ground structure comprises a socket groove vertically opened on the upper surface of the floor slab and adapted to the socket, a plurality of lower structural holes are vertically opened at the inner bottom end of the socket groove and respectively correspond to and adapted to the plurality of vertical structural reinforcements.

[0006] Preferably, a plurality of connecting ribs are vertically fixedly connected to the inner upper surface of the plug-in slot, and a plurality of upper structural holes corresponding to and adapted to the plurality of connecting ribs are vertically opened at the bottom end of the plug-in socket.

[0007] Preferably, a casting hole penetrating to the upper surface of the floor slab is opened on one side surface of the lower structural hole.

[0008] Preferably, a sight glass hole is provided on one side surface of another of the lower structural holes and extends through to the upper surface of the floor slab.

[0009] Preferably, a plurality of transverse structural ribs are fixedly connected transversely to the interior of the structural column at uniform intervals along the height direction thereof, and both ends of the plurality of transverse structural ribs pass through both side surfaces of the structural column and extend outwards.

[0010] Preferably, brick grooves are transversely provided on both side surfaces of the structural column and between every two adjacent transverse structural ribs.

[0011] Beneficial effects

[0012] Compared with the prior art, the beneficial effects of the present invention are as follows: the present invention is an assembled reinforcement structure for a masonry wall. By setting a socket, vertical structural reinforcement and a ground structure, the device prefabricates the structural column as a whole. When installation is required, the ground structure is first opened on the floor slab or the ground floor of the building. Then the socket of the structural column is inserted into the socket groove of the ground structure and concrete is poured in. After the concrete is dried, the main body of the structural column can be fixed. At this time, a tensioning structure at one end of the masonry wall can be formed, and the masonry wall can be unfolded on both sides of the device. In actual use, it does not require a long construction time, which improves the overall efficiency of the project and also improves the practicality of the device. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic diagram of the overall cross-sectional structure of the utility model;

[0014] Figure 2 It is a schematic diagram of the overall structure of the utility model;

[0015] Figure 3 It is a structural schematic diagram of the above-ground structure in the utility model.

[0016] In the figure: 1-structural column, 2-connecting seat, 3-horizontal structural reinforcement, 4-vertical structural reinforcement, 5-brick groove, 6-upper structural hole, 7-connecting groove, 8-lower structural hole, 9-connecting reinforcement, 10-casting hole, 11-sight hole. DETAILED DESCRIPTION

[0017] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0018] See also Figure 1-3The utility model provides a technical solution: an assembled reinforcement structure of a masonry wall, comprising a structural column 1 and a ground structure; a plurality of vertical structural reinforcements 4 are vertically fixedly connected inside the structural column 1, a socket 2 is fixedly connected to the bottom end of the structural column 1, and the bottom ends of the plurality of vertical structural reinforcements 4 all pass through the socket 2 and extend downward; the ground structure comprises a socket groove 7 vertically opened on the upper surface of the floor slab and adapted to the socket 2, and a plurality of lower structural holes 8 corresponding to and adapted to the plurality of vertical structural reinforcements 4 are vertically opened at the bottom end of the socket groove 7.

[0019] In this embodiment, the device prefabricates the structural column 1 as a whole. When installation is required, a ground structure is first opened on the floor slab or the ground floor of the building. Then, the socket 2 of the structural column 1 is inserted into the socket groove 7 of the ground structure and concrete is poured in. After the concrete is dried, the main body of the structural column 1 can be fixed. At this time, a tensioning structure at one end of the masonry wall can be formed, and the masonry wall can be unfolded on both sides of the device. In actual use, it does not require a long construction time, which improves the overall efficiency of the project and also improves the practicality of the device.

[0020] Furthermore, a plurality of connecting ribs 9 are vertically fixedly connected to the inner upper surface of the plug-in slot 7 , and a plurality of upper structural holes 6 corresponding to and adapted to the plurality of connecting ribs 9 are vertically opened at the bottom end of the plug-in socket 2 .

[0021] In this embodiment, the upper structural hole 6 and the connecting rib 9 are adapted to each other, and the connecting rib 9 can be inserted into the interior of the upper structural hole 6. After the concrete is poured, the main body of the structural column 1 can be fixed by the two, which can improve the stability of the structural column 1.

[0022] Furthermore, a casting hole 10 is opened on one side surface of a lower structural hole 8 and penetrates to the upper surface of the floor slab.

[0023] A sight hole 11 is provided on one side surface of the other lower structural hole 8 and extends through to the upper surface of the floor slab.

[0024] In this embodiment, when pouring concrete, concrete can be filled into the pouring hole 10, and the sight glass 11 can be used to judge the concrete pouring situation.

[0025] Furthermore, a plurality of transverse structural ribs 3 are fixedly connected transversely to the interior of the structural column 1 at uniform intervals along its height direction. Both ends of the plurality of transverse structural ribs 3 pass through both side surfaces of the structural column 1 and extend outwards.

[0026] Brick grooves 5 are transversely provided on both side surfaces of the structural column 1 and between every two adjacent transverse structural ribs 3 .

[0027] In this embodiment, a plurality of transverse structural ribs 3 can support and reinforce the brickwork on both sides, and the brick grooves 5 are adapted to the contours of the brickwork, making it convenient for people to stack bricks.

[0028] The working principle and use process of the present invention are as follows: the device prefabricates the structural column 1 as a whole in advance. When installation is required, a ground structure is first opened on the floor slab or the ground floor of the building. Then, the socket 2 of the structural column 1 is inserted into the socket groove 7 of the ground structure and concrete is poured in. After the concrete is dried, the main body of the structural column 1 can be fixed. At this time, a tensioning structure at one end of the masonry wall can be formed, and the masonry wall can be unfolded on both sides of the device. In actual use, it does not require a long construction time, which improves the overall efficiency of the project and the practicality of the device.

[0029] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. An assembled reinforcement structure for a masonry wall, characterized by: The invention comprises a structural column (1) and an above-ground structure; a plurality of vertical structural ribs (4) are vertically fixedly connected inside the structural column (1); a socket (2) is fixedly connected to the bottom end of the structural column (1); the bottom ends of the plurality of vertical structural ribs (4) pass through the socket (2) and extend downward; the above-ground structure comprises a socket (7) vertically opened on the upper surface of the floor slab and adapted to the socket (2); a plurality of lower structural holes (8) are vertically opened at the bottom end of the socket (7) and respectively correspond to and adapt to the plurality of vertical structural ribs (4).

2. The assembled reinforcement structure of a masonry wall according to claim 1, characterized in that: The inner upper surface of the plug slot (7) is vertically fixedly connected with a plurality of connecting ribs (9), and the bottom end of the plug socket (2) is vertically provided with a plurality of upper structural holes (6) respectively corresponding to and adapted to the plurality of connecting ribs (9).

3. The assembled reinforcement structure of a masonry wall according to claim 1, characterized in that: A casting hole (10) is provided on one side surface of the lower structural hole (8) and extends through to the upper surface of the floor slab.

4. The assembled reinforcement structure for a masonry wall according to claim 1, wherein: A sight hole (11) extending through to the upper surface of the floor slab is provided on one side surface of the other lower structural hole (8).

5. The assembled reinforcement structure of a masonry wall according to claim 1, characterized in that: The interior of the structural column (1) is fixedly connected laterally with a plurality of transverse structural ribs (3) at even intervals along its height direction, and both ends of the plurality of transverse structural ribs (3) penetrate through both side surfaces of the structural column (1) and extend outwards.

6. The assembled reinforcement structure of a masonry wall according to claim 5, characterized in that: Brick grooves (5) are transversely provided on both side surfaces of the structural column (1) and between every two adjacent transverse structural ribs (3).

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