Anti-seismic reinforcing structure of masonry structure

Abstract

The utility model discloses an anti-seismic reinforcing structure of a masonry structure, and relates to the technical field of building construction. The anti-seismic reinforcing structure of the masonry structure comprises a first wall body and a second wall body, the first wall body and the second wall body are perpendicular to each other; the structure further comprises an anti-seismic reinforcing structure. The anti-seismic reinforcing structure comprises a base, a fixing plate, a rear angle steel column, a front pulling plate and a reinforcing bolt. The base is pre-buried on the inner side of the vertical connection position of the first wall body and the second wall body; the fixing plate is fixed to the top of the base. The rear angle steel column is fixed on the fixing plate; the rear angle steel column comprises a first plate body and a second plate body which are vertically connected; the first plate body and the second plate body are attached to the inner side of the first wall body and the inner side of the second wall body respectively. According to the anti-seismic reinforcing structure of the masonry structure, the anti-seismic reinforcing structure can conduct anti-seismic reinforcing on the wall corner position where the two wall bodies are perpendicularly connected, the structural strength of the masonry structure is improved, and the anti-seismic reinforcing structure is simple in design.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction technical field, concretely relates to a masonry structure anti -seismic reinforcing structure. BACKGROUND

[0002] Masonry structure refers to the structure system that masonry unit such as brick, concrete block is connected together by mortar.It is widely used in building, especially in wall, column, enclosure structure etc., and is used for low layer or middle high layer building.

[0003] Masonry structure has hidden danger such as crack in the position of wall corner connected perpendicularly in long -term use, therefore similar building is still in use period, needs to eliminate hidden danger and restore use as soon as possible, at this time, reinforcing structure needs to be used to reinforce.

[0004] For this, the inventor considers that how to design a structure for the anti -seismic reinforcement of the position of wall corner connected perpendicularly of two walls is a technical problem to be solved in the field of building construction technology at present.

[0005] The information disclosed in this background section is intended only to increase an understanding of the general background of the present utility model and is not admitted to be prior art against the present utility model. CONTENT OF UTILITY MODEL

[0006] In view of the above technical problem, the utility model embodiment provides a masonry structure anti -seismic reinforcing structure to solve the problem in the background art.

[0007] The utility model provides the following technical scheme:

[0008] A masonry structure anti -seismic reinforcing structure, including first wall, second wall, first wall, second wall is perpendicular to each other, still include: anti -seismic reinforcing structure,

[0009] Anti -seismic reinforcing structure includes base, fixed plate, rear angle steel column, front pull plate and reinforcing bolt,

[0010] The base is embedded in the inner side of the vertical connecting position of the first wall and the second wall,

[0011] The fixed plate is fixed on the top of the base, and the rear angle steel column is fixed on the fixed plate,

[0012] The rear angle steel column includes the first plate body and the second plate body connected perpendicularly, and the first plate body and the second plate body are respectively attached to the inner side of the first wall and the second wall,

[0013] The front pull plates are arranged on the outer sides of the first wall body and the second wall body at intervals, and the front pull plates comprise first pull plates and second pull plates which are connected vertically.

[0014] The first pull plates and the first plate bodies are connected by the reinforcing bolts, and the second pull plates and the second plate bodies are connected by the reinforcing bolts.

[0015] Preferably, the rear angle steel column is internally provided with a plurality of reinforcing ribs which are fixedly connected with the first plate bodies and the second plate bodies.

[0016] Preferably, the rear angle steel column is internally provided with a plurality of reinforcing ribs which are fixedly connected with the first plate bodies and the second plate bodies.

[0017] Preferably, the base is provided with a plurality of embedded fixing bolts, the fixing plate is arranged on the base, and the fixing plate is provided with a plurality of fixing holes which are matched with the positions of the fixing bolts.

[0018] Preferably, a connecting plate is fixedly connected between two adjacent first pull plates and between two adjacent second pull plates.

[0019] The masonry structure anti-seismic reinforcing structure has the following beneficial effects: the masonry structure anti-seismic reinforcing structure can be used for anti-seismic reinforcing of the wall corner positions of two walls which are connected vertically, the structural strength of the masonry structure is improved, and the anti-seismic reinforcing structure is simple in design. BRIEF DESCRIPTION OF DRAWINGS

[0020] Figure 1 FIG. 1 is a structural schematic view of the angle one of the present application;

[0021] Figure 2 FIG. 2 is a structural schematic view of the angle two of the present application;

[0022] Figure 3 FIG. 3 is a structural schematic view of the angle three of the present application;

[0023] Figure 4 FIG. 4 is a structural schematic view of the angle four of the present application. DETAILED DESCRIPTION

[0024] With reference to the drawings of the embodiments of the present application, the technical solutions in the embodiments of the present application will be described clearly and completely. Obviously, the described embodiments are only some of the embodiments of the present application, but not all the embodiments. Based on the embodiments of the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application.

[0025] Referring to Figures 1-4 ;

[0026] In view of the problems mentioned in the above background art, the embodiments of the present application provide a masonry structure anti-seismic reinforcing structure to solve the above technical problems, and the technical scheme is as follows:

[0027] A masonry structure anti-seismic reinforcing structure, comprising a first wall body 110 and a second wall body 120, the first wall body 110 and the second wall body 120 are perpendicular to each other, and further comprising an anti-seismic reinforcing structure.

[0028] The anti-seismic reinforcing structure comprises a base, a fixed plate 210, a rear angle steel column 240, a front pull plate 250 and a reinforcing bolt 260.

[0029] The base is embedded in the inner side of the vertical connection position of the first wall body 110 and the second wall body 120, wherein the structure of the base is not shown in each drawing.

[0030] The fixed plate 210 is fixed on the top of the base, and the rear angle steel column 240 is fixed on the fixed plate 210.

[0031] The rear angle steel column 240 comprises a first plate body 241 and a second plate body 242 which are vertically connected, and the first plate body 241 and the second plate body 242 are respectively attached to the inner side of the first wall body 110 and the second wall body 120.

[0032] The front pull plate 250 comprises a plurality of front pull plates 250 which are attached to the outer side of the first wall body 110 and the second wall body 120 at intervals, and the front pull plate 250 comprises a first pull plate 251 and a second pull plate 252 which are vertically connected, and the first pull plate 251 and the second pull plate 252 are respectively attached to the outer side of the first wall body 110 and the second wall body 120.

[0033] The first pull plate 251 and the first plate body 241 are connected by the reinforcing bolt 260, and the second pull plate 252 and the second plate body 242 are connected by the reinforcing bolt 260.

[0034] In the embodiment, the inside of the rear angle steel column 240 is provided with a plurality of reinforcing ribs 230 which are fixedly connected to the first plate body 241 and the second plate body 242 at intervals.

[0035] In the embodiment, the reinforcing rod 220 is fixed at the outer side of one of the reinforcing ribs 230 at the upper end and fixed on the fixed plate 210 at the lower end.

[0036] In the embodiment, a plurality of fixing bolts are pre-buried on the base, the fixed plate 210 is arranged on the base, and a plurality of fixing holes matched with the positions of the fixing bolts are arranged on the fixed plate 210; the fixed plate 210 is locked on the fixing bolts of the base through the fixing holes thereon.

[0037] In the embodiment, a connecting plate 270 is fixedly connected between the upper and lower adjacent front pull plates 250, between the two upper and lower adjacent first pull plates 251, and between the two upper and lower adjacent second pull plates 252.

[0038] The design principle of the anti-seismic reinforcing structure of the masonry structure provided in the embodiment of the utility model is as follows:

[0039] 1. The rear angle steel column 240 is fixedly arranged at the rear side of the wall body joint position of the first wall body 110 and the second wall body 120, the rear angle steel column 240 serves as the main support structure of the anti-seismic reinforcing structure, is used for improving the anti-seismic bearing capacity between the wall bodies, makes the stress of the wall body joint more uniform, and reduces the structural damage caused by vibration;

[0040] 2. A plurality of front pull plates 250 are fixedly arranged at the front side of the wall body joint position of the first wall body 110 and the second wall body 120; the front pull plates 250 and the rear angle steel column 240 are connected through the reinforcing bolts 260, the action of the pulling force can be dispersed to the two wall bodies, the stress of the local wall body is reduced, and the damage phenomena such as inclination or rupture of the wall body are effectively prevented; in addition, the uniformity of the structural stress is further optimized by using the connecting plate 270 between the plurality of adjacent front pull plates 250, and the overall strength of the reinforcing system is improved;

[0041] 3. The reinforcing rib 230 and the reinforcing rod 220 are additionally arranged at the inner side of the rear angle steel column 240, and the anti-seismic capacity of the structure is increased; the reinforcing rib 230 and the reinforcing rod 220 effectively enhance the bending and compression resistance of the rear angle steel column 240;

[0042] 4. The stability of the anti-seismic reinforcing structure is ensured by the design of the base and the fixed plate 210; the pre-buried base and the fixed plate 210 are matched, so that the whole reinforcing system can be firmly connected on the wall body, and the stability thereof in the earthquake is ensured;

[0043] 5. It needs to be noted that the main support structure rear angle steel column 240 hidden at the rear side of the wall body does not affect the appearance of the wall body; meanwhile, the mortar layer can be re-adhered outside the first wall body 110 and the second wall body 120 after the construction of the anti-seismic reinforcing structure is completed, and the appearance of the wall body is improved.

[0044] The utility model discloses an earthquake -resistant reinforcing structure of masonry structure has the following beneficial effects: the utility model designs an earthquake -resistant reinforcing structure of masonry structure, and this earthquake -resistant reinforcing structure can carry out earthquake -resistant reinforcing to the wall corner position of two wall bodies perpendicular interconnection, improves the structural strength of masonry structure, and the earthquake -resistant reinforcing structure is simple in design.

[0045] The device embodiments described above are only schematic, wherein the units described as separate components can or can not be physically separate, and the components displayed as units can or can not be physical units, and can be located in one position, or can be distributed on a plurality of network units. Some or all of the modules can be selected according to actual needs to achieve the purpose of the embodiment scheme.

[0046] In the utility model, unless another explicit provision and limitation, the terms "mount", "arrange", "connect", "fix", "screw" and so on should do broad sense understanding, for example, can be fixed connection, also can be detachable connection, or be integrated, can be mechanical connection, also can be electrical connection, can be direct connection, also can pass through intermediate medium indirectly connect, can be the communication of two elements or the interaction of two elements, unless another explicit limitation, for the ordinary skilled in the art, can understand the specific meaning of the above terms in the utility model according to specific circumstances.

[0047] It can be understood that, for the ordinary skilled in the art, can be equivalent to replace or change according to the technical scheme of the utility model and the utility model concept, and all these changes or replacements should belong to the protection scope of the claims attached to the utility model.

Claims

1. A masonry structure seismic reinforcement structure, comprising a first wall and a second wall; the first wall and the second wall are perpendicular to each other; characterized in that: Also includes: Seismic reinforcement structure; The seismic reinforcement structure includes a base, a fixing plate, a rear angle steel column, a front tension plate and reinforcement bolts; The base is pre-buried inside the vertical connection position of the first wall and the second wall; The fixing plate is fixed on the top of the base; the rear angle steel column is fixed on the fixing plate; The rear angle steel column includes a first plate body and a second plate body that are vertically connected; the first plate body and the second plate body are respectively attached to the inner sides of the first wall body and the second wall body; The front pull plates include a plurality of front pull plates, which are spaced apart and attached to the outer sides of the first wall and the second wall; the front pull plates include a first pull plate and a second pull plate which are vertically connected; the first pull plate and the second pull plate are attached to the outer sides of the first wall and the second wall respectively; The first pull plate and the first plate body are connected through reinforcing bolts and locked together; the second pull plate and the second plate body are connected through reinforcing bolts and locked together.

2. The seismic reinforcement structure of masonry structure according to claim 1, characterized in that: A plurality of reinforcing ribs for fixedly connecting the first plate body and the second plate body are arranged at intervals on the inner side of the rear angle steel column.

3. The seismic reinforcement structure of masonry structure according to claim 2, characterized in that: It also includes a reinforcing rod; the upper end of the reinforcing rod is fixed to the outside of one of the reinforcing ribs, and the lower end of the reinforcing rod is fixed to the fixing plate.

4. The seismic reinforcement structure for masonry structures according to claim 1, characterized in that: A plurality of fixing bolts are embedded in the base; a fixing plate is arranged on the base, and a plurality of fixing holes matching the positions of the fixing bolts are arranged on the fixing plate; the fixing plate passes through the fixing holes thereon and is locked on the fixing bolts of the base.

5. The seismic reinforcement structure for masonry structures according to claim 1, characterized in that: A connecting plate is fixedly connected between the upper and lower adjacent front pull plates, between the two upper and lower adjacent first pull plates, and between the two upper and lower adjacent second pull plates.

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