Plugging structure for damper part of public building

Abstract

The utility model relates to a plugging structure of a damper part of a public building, the damper part of the public building comprises a cantilever wall, a viscous damper and an embedded part, an anchor bar of the embedded part is anchored in a steel bar of the cantilever wall, the viscous damper is arranged on a template of the embedded part, and the viscous damper is arranged on the template of the embedded part. A waterproof blocking structure is arranged on the side, close to the water room, of the cantilever wall, and a maintenance blocking structure is arranged on the side, close to the corridor, of the cantilever wall. The damper is improved on the basis of a traditional blocking method, the coating film is additionally arranged on one side of a room with water for water prevention, and the situation that the performance of the damper is affected due to the fact that one side of the room with water is in a humid environment for a long time and the internal environment of the damper is humid is avoided; one side of the corridor is leveled by utilizing the light steel keel, the Eterra plate is fixed on the light steel keel, then the bamboo-wood fiber plate is adhered by utilizing the structural adhesive, and meanwhile, the access hole is formed, so that the damage to the masonry wall body during the overhaul is reduced, the convenience and the rapidness are realized, and the damage to the masonry wall body during the overhaul is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a blocking structure for a damper part of a public building. Background Art

[0002] Dampers are increasingly used in the construction industry, particularly in public buildings such as hospitals and schools. Maintaining building safety and stability is crucial in earthquake-prone areas. Dampers dissipate vibration energy input into the building structure through the damping force they generate, thereby reducing structural vibration. This attenuates structural vibration and protects the main structure and components from damage, ensuring structural safety during strong earthquakes or wind-induced vibrations. Most dampers are installed within the shear walls of a building. After installation, the remaining cantilever walls must be sealed on both sides.

[0003] Currently, the common construction method is to seal both sides with masonry or install slatted walls before applying decorative finishes. For public buildings, dampers are sometimes installed close to rooms with water. Typically, one side of the cantilever wall houses the room with water, while the other side serves as a corridor. If masonry or slatted walls are used, the room with water will be exposed to humidity for extended periods, potentially affecting the damper's performance. Furthermore, if masonry is used to seal the corridor, it could easily be damaged during later maintenance. Utility Model Content

[0004] The utility model aims to solve the deficiencies of the prior art and provides a blocking structure for a damper portion of a public building.

[0005] To achieve the above-mentioned object, the present invention adopts the following technical solution: a blocking structure for a damper portion of a public building, comprising a viscous damper and an embedded part, wherein the anchor bar of the embedded part is anchored in the steel bar of the cantilever wall, and the viscous damper is mounted on the formwork of the embedded part; a waterproof blocking structure is provided on the side of the cantilever wall close to the water room, and an inspection blocking structure is provided on the side of the cantilever wall close to the corridor;

[0006] The waterproof sealing structure includes an autoclaved sand-lime brick layer, cement slurry, a plaster mortar layer, a one-component polyurethane coating waterproof layer, a cement mortar primer and a roughening layer, construction adhesive cement mortar, and ceramic tiles. The autoclaved sand-lime brick layer is laid between the cantilever walls. The autoclaved sand-lime brick layer and the cantilever wall are covered with a layer of cement slurry. The cement slurry is covered with the plaster mortar layer. The plaster mortar layer is coated with the one-component polyurethane coating waterproof layer. The one-component polyurethane coating waterproof layer is covered with the cement mortar primer and roughening layer. The cement mortar primer and roughening layer are bonded with ceramic tiles using construction adhesive cement mortar on the outside.

[0007] The maintenance and sealing structure includes expansion bolts, light steel keels, Et boards (fiber-reinforced silicate flat plates), structural adhesives, and bamboo fiber boards. Multiple light steel keels are fixed to the wall surface of the cantilever wall with expansion bolts, the Et boards are fixed to the light steel keels, and the bamboo fiber boards are glued to the Et boards with the structural adhesive.

[0008] Furthermore, the autoclaved lime sand bricks of the autoclaved lime sand brick layer have a size of 240 mm×113 mm×53 mm, a strength grade of MU10.0, and are constructed with M10 cement mortar.

[0009] Furthermore, the cement strength in the cement slurry is 42.5R, and an adhesive is added to the cement slurry.

[0010] Furthermore, the plaster mortar layer is 20 mm thick and uses M10 wet-mixed mortar, which is divided into two layers, a base layer and a surface layer. The layers are smoothed and polished, with a base layer thickness of 12 mm and a surface layer thickness of 8 mm.

[0011] Furthermore, the thickness of the single-component polyurethane coating waterproof layer is 1.5 mm.

[0012] Furthermore, the thickness of the cement mortar primer brushing layer is 1.5 mm, the brushing groove direction is parallel to the short side direction of the tile, and the thickness of the construction adhesive cement mortar is 5 mm.

[0013] Furthermore, the specifications of the expansion bolts are M8×50×175mm, the light steel keel is a C-shaped keel with specifications of 50mm×15mm, and the spacing between adjacent light steel keels is 400mm.

[0014] Furthermore, the specifications of the Et board are 2440mm×1220mm×12mm, the structural adhesive adopts a single-component structural adhesive, and the specifications of the bamboo fiberboard are 2440mm×1220mm×9mm.

[0015] Furthermore, an inspection port is provided on the inspection and blocking structure.

[0016] The beneficial effects of the present invention are as follows: the present invention is improved on the basis of the traditional blocking method of the damper, and a coating waterproofing is added on the side of the water room, which avoids the side of the water room being in a humid environment for a long time, causing the internal environment of the damper to be humid and affecting its performance; the corridor side is leveled with light steel keels, and the Et board is fixed on the light steel keel, and then the bamboo fiberboard is pasted with structural adhesive, and an inspection port is set at the same time, which reduces the damage to the masonry wall during maintenance, is convenient and quick, and reduces the damage to the masonry wall during maintenance. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1It is a cross-sectional schematic diagram of the utility model;

[0018] Figure 2 This is the installation diagram of the viscous damper;

[0019] Figure 3 for Figure 1 A magnified schematic diagram of point A in the middle;

[0020] Figure 4 for Figure 1 A magnified schematic diagram of point B in the middle;

[0021] In the figure: 1 - cantilever wall; 2 - viscous damper; 3 - embedded parts; 4 - autoclaved sand-lime brick layer; 5 - cement slurry; 6 - plaster mortar layer; 7 - single-component polyurethane coating waterproof layer; 8 - cement mortar primer and roughening layer; 9 - construction adhesive cement mortar; 10 - ceramic tile; 11 - expansion bolt; 12 - light steel keel; 13 - Et board; 14 - structural adhesive; 15 - bamboo fiberboard;

[0022] The drawings in this utility model are all schematic diagrams, and their sizes do not represent actual sizes;

[0023] The following is a detailed description of the embodiments of the present invention with reference to the accompanying drawings. DETAILED DESCRIPTION

[0024] The present invention will be further described below with reference to the accompanying drawings and embodiments:

[0025] like Figures 1 and 2 As shown, a blocking structure for the damper part of a public building includes a viscous damper 2 and an embedded part 3. The anchor bar of the embedded part 3 is anchored in the steel bar of the cantilever wall 1. The viscous damper 2 is installed on the formwork of the embedded part 3. The side of the cantilever wall 1 close to the water room is provided with a waterproof blocking structure, and the side of the cantilever wall 1 close to the corridor is provided with a maintenance blocking structure; the height of the cantilever wall 1 is the floor height minus the beam height minus 400 mm, the width is 1800 mm, and the thickness is 250 mm. The steel reinforcement and concrete strength of the cantilever wall 1 are determined according to the model of the viscous damper 2.

[0026] The waterproof sealing structure includes an autoclaved sand-lime brick layer 4, cement slurry 5, a plaster mortar layer 6, a one-component polyurethane coating waterproof layer 7, a cement mortar primer and sweeping layer 8, a construction adhesive cement mortar 9, and a ceramic tile 10. The autoclaved sand-lime brick layer 4 is laid between the cantilever walls 1. The outer sides of the autoclaved sand-lime brick layer 4 and the cantilever wall 1 are covered with a layer of cement slurry 5. The outer side of the cement slurry 5 is covered with the plaster mortar layer 6. The outer side of the plaster mortar layer 6 is coated with the one-component polyurethane coating waterproof layer 7. The outer side of the one-component polyurethane coating waterproof layer 7 is covered with the cement mortar primer and sweeping layer 8. The outer side of the cement mortar primer and sweeping layer 8 is bonded with ceramic tiles 10 using construction adhesive cement mortar 9.

[0027] The maintenance and sealing structure includes expansion bolts 11, light steel keels 12, Et boards 13, structural adhesives 14, and bamboo fiberboards 15. Multiple light steel keels 12 are fixed to the wall surface of the cantilever wall 1 with expansion bolts 11, and the Et boards 13 are fixed to the light steel keels 12. The bamboo fiberboards 15 are glued to the Et boards 13 by the structural adhesives 14.

[0028] The autoclaved lime sand brick layer 4 has a size of 240 mm×113 mm×53 mm, a strength grade of MU10.0, and is constructed with M10 cement mortar.

[0029] The cement strength in the cement slurry 5 is 42.5R, and an adhesive is added to the cement slurry 5 to increase the bonding between the base wall and the plaster mortar layer.

[0030] The plaster mortar layer 6 is 20 mm thick and adopts M10 wet-mixed mortar. It is divided into two layers, a base layer and a surface layer. The layers are smoothed and polished. The base layer is 12 mm thick and the surface layer is 8 mm thick.

[0031] The thickness of the single-component polyurethane coating waterproof layer 7 is 1.5 mm.

[0032] The cement mortar primer brushing layer 8 has a base thickness of 1.5 mm, and the brushing groove direction is parallel to the short side direction of the tile 10, which increases the adsorption force between the tile 10 and the base layer; the construction adhesive cement mortar 9 has a thickness of 5 mm.

[0033] The specifications of the expansion bolts 11 are M8×50×175 mm, the light steel keels 12 are C-shaped keels with specifications of 50 mm×15 mm, and the distance between adjacent light steel keels 12 is 400 mm.

[0034] The specifications of the Et board 13 are 2440 mm×1220 mm×12 mm, the structural adhesive 14 adopts a single-component structural adhesive, and the specifications of the bamboo fiberboard 15 are 2440 mm×1220 mm×9 mm.

[0035] An inspection port is provided on the inspection and blocking structure. The inspection port is made into an opening and closing door structure, one side of which is fixed with a finished stainless steel hinge. The inspection port can be directly opened for inspection.

[0036] After the reinforcement of the cantilever wall 1 is tied, the embedded parts 3 are installed. After the embedded parts 3 are adjusted and fixed, the formwork is supported and the concrete of the cantilever wall 3 is poured. After the concrete strength of the cantilever wall 3 reaches the design requirements, the viscous damper 2 is installed. After the inspection is qualified, the sealing construction is carried out. On one side of the water room, a layer of autoclaved lime sand brick 4 is laid and laid with cement mortar. The horizontal mortar joint thickness and vertical mortar joint width are 8-12 mm, and the mortar joints must be full. After the autoclaved lime sand brick layer 4 is laid and reaches a certain strength, a brush, a roller brush, a broom and other tools are used to throw the cement slurry 5 onto the base wall. The plastering mortar layer 6 is then smoothed and polished with wet mixed mortar and is made to survive in two times. After the bottom mortar reaches a certain strength, the surface plastering is carried out. The time interval between the bottom and surface plastering is not less than 24 hours. After the plastering mortar layer 6 reaches a certain strength, a single-component polyurethane coating waterproof layer 7 is applied. When applying, the surface of the base must be smoothed. Dust, debris, etc. are cleaned up, and the coating waterproof layer is applied in three coats with a rubber scraper. After the first coat is cured, the second coat is evenly applied in a direction perpendicular to the first coat, and then the third coat is evenly applied in a direction perpendicular to the second coat; after the single-component polyurethane coating waterproof layer 7 is cured, a water spray test is carried out for more than 30 minutes to ensure that there is no water seepage on the side of the water room, and then cement mortar is used for base coating and brushing. The base coating and brushing are used to scrape out grooves, and the groove direction is consistent with the short side direction of the tile 10, and then the tile 10 is bonded with construction glue cement mortar 9; on one side of the corridor, the light steel keel 12 is adjusted to level the wall to ensure the flatness of the Et board 13, and the light steel keel 12 is fixed to the concrete wall with expansion bolts 11, and the Et board 13 is fixed on the light steel keel 12, and then the bamboo fiberboard 15 is pasted on the Et board 13 with structural adhesive 14. The structural adhesive 14 is required to be evenly applied and the thickness meets the requirements.

[0037] The above is an exemplary description of the present invention in conjunction with the accompanying drawings. It is obvious that the specific implementation of the present invention is not limited to the above-mentioned method. As long as various improvements are made using the method concept and technical solution of the present invention, or they are directly applied to other occasions without improvement, they are all within the scope of protection of the present invention.

Claims

1. A blocking structure for a damper portion of a public building, comprising a viscous damper (2) and an embedded part (3), wherein the anchor bar of the embedded part (3) is anchored in the steel bar of a cantilever wall (1), and the viscous damper (2) is mounted on the template of the embedded part (3), characterized in that: A waterproof blocking structure is provided on the side of the cantilever wall (1) close to the water room, and an inspection blocking structure is provided on the side of the cantilever wall (1) close to the corridor; The waterproof sealing structure comprises an autoclaved lime sand brick layer (4), cement slurry (5), a plaster mortar layer (6), a single-component polyurethane coating waterproof layer (7), a cement mortar primer and sweeping layer (8), a construction adhesive cement mortar (9), and ceramic tiles (10). The autoclaved lime sand brick layer (4) is built between the cantilever walls (1). The outer sides of the autoclaved lime sand brick layer (4) and the cantilever wall (1) are covered with a layer of the cement slurry (5). The outer side of the cement slurry (5) is covered with the plaster mortar layer (6). The outer side of the plaster mortar layer (6) is coated with the single-component polyurethane coating waterproof layer (7). The outer side of the single-component polyurethane coating waterproof layer (7) is covered with the cement mortar primer and sweeping layer (8). The outer side of the cement mortar primer and sweeping layer (8) is bonded with ceramic tiles (10) using construction adhesive cement mortar (9). The maintenance and blocking structure comprises expansion bolts (11), light steel keels (12), Etch boards (13), structural adhesive (14), and bamboo fiberboards (15). A plurality of light steel keels (12) are fixed to the wall surface of the cantilever wall (1) by means of expansion bolts (11), the Etch boards (13) are fixed to the light steel keels (12), and the bamboo fiberboards (15) are adhered to the Etch boards (13) by means of the structural adhesive (14).

2. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The autoclaved lime sand brick layer (4) has an autoclaved lime sand brick size of 240 mm×113 mm×53 mm, a strength grade of MU10.0, and is built with M10 cement mortar.

3. The blocking structure for a damper of a public building according to claim 1, characterized in that: The cement strength in the cement slurry (5) is 42.5R, and an adhesive is added to the cement slurry (5).

4. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The plaster mortar layer (6) has a thickness of 20 mm and adopts M10 wet-mixed mortar. It is divided into two layers, a bottom layer and a surface layer. The layers are smoothed and calendered. The bottom layer has a thickness of 12 mm and the surface layer has a thickness of 8 mm.

5. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The thickness of the one-component polyurethane coating waterproof layer (7) is 1.5 mm.

6. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The cement mortar base brushing layer (8) has a base thickness of 1.5 mm, the brushing groove direction is parallel to the short side direction of the tile (10), and the construction adhesive cement mortar (9) has a thickness of 5 mm.

7. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The specifications of the expansion bolts (11) are M8×50×175mm, the light steel keels (12) are C-shaped keels with specifications of 50mm×15mm, and the spacing between adjacent light steel keels (12) is 400mm.

8. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: The specifications of the Et board (13) are 2440mm×1220mm×12mm, the structural adhesive (14) adopts a single-component structural adhesive, and the specifications of the bamboo fiberboard (15) are 2440mm×1220mm×9mm.

9. The blocking structure for a damper portion of a public building according to claim 1, characterized in that: An inspection port is provided on the inspection and blocking structure.

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