Anti-seepage and anti-crack structure at joint of filler wall and frame structure of outer wall

Abstract

The utility model provides an anti-seepage and anti-crack structure at the joint of an outer wall infilled wall and a frame structure, which relates to the field of building connecting components, and comprises a masonry infilled wall and a beam column body, a bonding plate is connected between the masonry infilled wall and the beam column body, and the bonding plate is connected with the masonry infilled wall and the beam column body. One end of the bonding plate extends out of the masonry filler wall, a steel wire mesh is arranged on the outer side of the bonding plate, and the left end of the steel wire mesh is connected with the masonry filler wall. According to the anti-seepage and anti-crack structure at the joint of the outer wall filler wall and the frame structure, the bonding plate, the waterproof roll layer and the steel wire mesh are arranged at the joint of the wall body and the beam column to form a multi-layer waterproof function, so that outer wall leakage caused at the joint of the outer wall filler wall and the frame structure is eliminated, and the waterproof performance is improved. The reinforcing component is arranged at the end of the steel wire mesh and composed of the first sleeve, the second sleeve and the rubber band, the steel wire mesh is tightly attached to the wall and the beam column, the firmness of the component is enhanced, and the anti-cracking and anti-seepage effects are enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of building connection components, in particular to an anti-seepage and anti-cracking structure at the junction of an external wall filling wall and a frame structure. Background Art

[0002] The purpose of building exterior wall decoration is to protect the main structure of the building, improve the building's use function and beautify the building. Water leakage on the exterior wall will not only have a certain impact on the structure and durability, but will also seriously affect the appearance and use function.

[0003] There are many reasons for water leakage on the exterior wall, among which the probability of cracks and water seepage in the decorative plaster layer at the junction of reinforced concrete frame beams and brick masonry is quite high. The traditional general practice is to add a wire mesh in the plaster layer here, but the anti-cracking and anti-seepage effect is not ideal. Utility Model Content

[0004] 1. Technical issues to be resolved

[0005] In view of the deficiencies in the prior art, the utility model provides an anti-seepage and anti-cracking structure at the junction of an exterior wall filling wall and a frame structure, which solves the problems raised in the above-mentioned background technology.

[0006] (II) Technical solution

[0007] To achieve the above objectives, the utility model is implemented through the following technical solutions: an anti-seepage and anti-cracking structure at the junction of an exterior wall filling wall and a frame structure, comprising a masonry filling wall and a beam-column body, an adhesive plate connected between the masonry filling wall and the beam-column body, one end of the adhesive plate extending outside the masonry filling wall, a steel wire mesh is provided on the outside of the adhesive plate, the left end of the steel wire mesh is connected to the masonry filling wall, the other end of the steel wire mesh is connected to the beam-column body, the steel wire mesh covers the adhesive plate, a waterproof membrane layer is filled between the steel wire mesh and the adhesive plate, and a reinforcing component for enhancing firmness is provided at the end of the steel wire mesh.

[0008] The reinforcing member is composed of a sleeve one, a sleeve two and a rubber band. The sleeve one is connected to the end of the wire mesh, and the sleeve two is buried in the wall and the beam. The sleeve one and the sleeve two are connected by the rubber band, and the rubber band is in a taut and contracted state.

[0009] Preferably, a hook is provided at the head of the first sleeve, which hooks the wire mesh, and a spring is provided in the second sleeve. One end of the rubber band passes through the first sleeve and is tied with a knot, and the other end of the rubber band extends into the second sleeve and is connected to the spring.

[0010] Preferably, the masonry filling wall and the beam-column body are both provided with inclined slots, the second sleeve and the first sleeve are both located in the slots, and the surface of the second sleeve is coated with glue.

[0011] Preferably, the outer surface of the steel wire mesh is covered with a cement mortar plaster layer, the outer surface of the cement mortar plaster layer is provided with a thermal insulation mortar layer, the outer surface of the thermal insulation mortar layer is provided with an anti-cracking mortar layer, and the outer surface of the anti-cracking mortar layer is provided with an exterior wall decoration layer.

[0012] Preferably, the steel wire mesh is threadedly connected with screws, and the screws pass through the steel wire mesh and are threadedly connected to the adhesive plate.

[0013] (III) Beneficial effects

[0014] The utility model provides an anti-seepage and anti-cracking structure at the junction of an exterior wall filling wall and a frame structure. It has the following beneficial effects:

[0015] 1. The anti-seepage and anti-crack structure at the junction of the external wall filling wall and the frame structure, the wall, beam and column joints are arranged with adhesive plates, waterproof roll layers, and steel wire mesh to form multi-layer waterproofing, so as to eliminate the external wall leakage caused by the junction of the external wall filling wall and the frame structure and improve the waterproof performance. The end of the steel wire mesh is provided with a reinforcement component, which is composed of casing one, casing two, and rubber bands, so that the steel wire mesh is tightly attached to the wall, beam and column, strengthening the firmness of the component and enhancing the anti-crack and anti-seepage effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a diagram showing the structure of the utility model;

[0017] Figure 2 This is a cross-sectional view of the structure of the utility model;

[0018] Figure 3 For this utility model Figure 2 A magnified view of the structure in the middle.

[0019] In the figure: 1 masonry filling wall, 2 beam and column body, 3 cement mortar plaster layer, 4 thermal insulation mortar layer, 5 anti-cracking mortar layer, 6 exterior wall decoration layer, 7 wire mesh, 71 screws, 8 waterproof membrane layer, 9 adhesive plate, 10 casing one, 101 hook, 11 casing two, 111 spring, 12 rubber band, 13 slot. DETAILED DESCRIPTION

[0020] The utility model provides an anti-seepage and anti-cracking structure at the junction of an exterior wall filling wall and a frame structure, such as Figure 1-3 As shown, it includes a masonry filling wall 1 and a beam-column body 2, and an adhesive plate 9 is fixedly inlaid between the masonry filling wall 1 and the beam-column body 2, and the wall and the beam-column are connected together by the adhesive plate 9. One end of the adhesive plate 9 extends outside the masonry filling wall 1, and a steel wire mesh 7 is laid outside the adhesive plate 9. The left end of the steel wire mesh 7 is fixedly installed with the masonry filling wall 1, and the other end of the steel wire mesh 7 is fixedly installed with the beam-column body 2, and the steel wire mesh 7 covers the adhesive plate 9.

[0021] A waterproof coiled material layer 8 is filled between the steel wire mesh 7 and the adhesive plate 9, and a reinforcing member for enhancing firmness is fixedly installed at the end of the steel wire mesh 7.

[0022] The reinforcement member is composed of a sleeve 10, a second sleeve 11 and a rubber band 12. The sleeve 10 is welded to the end of the wire mesh 7, and the second sleeve 11 is buried in the wall and the beam. The sleeve 10 and the second sleeve 11 are connected together by the rubber band 12, and the rubber band 12 is in a taut and contracted state.

[0023] A hook 101 is welded at the head of the first sleeve 10, and the hook 101 hooks the wire mesh 7. A spring 111 is welded inside the second sleeve 11, and one end of the rubber band 12 passes through the first sleeve 10 and is tied with a knot, and the other end of the rubber band 12 extends into the second sleeve 11 and is fixed and tied to the spring 111. The above-mentioned spring 111 is also in a contracted state.

[0024] Working principle: The spring 111 and the rubber band 12 are contracted to make the sleeve 10 approach the sleeve 2 11, so that the steel mesh 7 is close to the waterproof roll layer 8.

[0025] The masonry filling wall 1 and the beam column body 2 are both provided with inclined slots 13, and the second sleeve 11 and the first sleeve 10 are both located in the slots 13, and the surface of the second sleeve 11 is coated with glue, and the sleeve 11 is firmly fixed in the slot 13 by means of glue.

[0026] A cement mortar plaster layer 3 is fixedly installed on the outer surface of the steel wire mesh 7, a thermal insulation mortar layer 4 is fixedly installed on the outer surface of the cement mortar plaster layer 3, an anti-cracking mortar layer 5 is fixedly installed on the outer surface of the thermal insulation mortar layer 4, and an exterior wall decoration layer 6 is fixedly installed on the outer surface of the anti-cracking mortar layer 5.

[0027] The steel wire mesh 7 is threadedly connected with screws 71 , and the screws 71 pass through the steel wire mesh 7 and are threadedly connected with the adhesive plate 9 .

[0028] In summary, the anti-seepage and anti-cracking structure at the junction of the external wall filling wall and the frame structure, the wall, beam and column connection are arranged with an adhesive plate 9, a waterproof roll layer 8, and a steel wire mesh 7 to form a multi-layer waterproof, thereby eliminating the external wall leakage caused by the junction of the external wall filling wall and the frame structure, and improving the waterproof performance. A reinforcing component is provided at the end of the steel wire mesh 7, and the reinforcing component is composed of a sleeve 10, a sleeve 2 11, and a rubber band 12, so that the steel wire mesh 7 is tightly attached to the wall, beam and column, strengthening the firmness of the component and enhancing the anti-cracking and anti-seepage effect.

[0029] 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. An anti-seepage and anti-cracking structure at the junction of an exterior wall infill wall and a frame structure, comprising a masonry infill wall (1) and a beam-column body (2), characterized in that: An adhesive plate (9) is connected between the masonry filling wall (1) and the beam-column body (2), one end of the adhesive plate (9) extends outside the masonry filling wall (1), a steel wire mesh (7) is provided outside the adhesive plate (9), the left end of the steel wire mesh (7) is connected to the masonry filling wall (1), the other end of the steel wire mesh (7) is connected to the beam-column body (2), the steel wire mesh (7) covers the adhesive plate (9), a waterproof roll material layer (8) is filled between the steel wire mesh (7) and the adhesive plate (9), and a reinforcing member for enhancing firmness is provided at the end of the steel wire mesh (7); The reinforcing member is composed of a sleeve one (10), a sleeve two (11) and a rubber band (12); the sleeve one (10) is connected to the end of the steel wire mesh (7); the sleeve two (11) is embedded in the wall, beam and column; the sleeve one (10) and the sleeve two (11) are connected by the rubber band (12); the rubber band (12) is in a tightened and contracted state.

2. The anti-seepage and anti-cracking structure at the junction of the exterior wall filling wall and the frame structure according to claim 1, characterized in that: The head of the first sleeve (10) is provided with a hook (101), the hook (101) hooks the steel wire mesh (7), the second sleeve (11) is provided with a spring (111), one end of the rubber band (12) passes through the first sleeve (10) and is tied with a knot, and the other end of the rubber band (12) extends into the second sleeve (11) and is connected to the spring (111).

3. The anti-seepage and anti-cracking structure at the junction of the exterior wall filling wall and the frame structure according to claim 2 is characterized by: The masonry filling wall (1) and the beam column body (2) are both provided with inclined slots (13), the second sleeve (11) and the first sleeve (10) are both located in the slots (13), and the surface of the second sleeve (11) is coated with glue.

4. The anti-seepage and anti-cracking structure at the junction of the exterior wall filling wall and the frame structure according to claim 3 is characterized by: The outer surface of the steel wire mesh (7) is covered with a cement mortar plaster layer (3), the outer surface of the cement mortar plaster layer (3) is provided with a thermal insulation mortar layer (4), the outer surface of the thermal insulation mortar layer (4) is provided with an anti-cracking mortar layer (5), and the outer surface of the anti-cracking mortar layer (5) is provided with an exterior wall decoration layer (6).

5. The anti-seepage and anti-cracking structure at the junction of the exterior wall filling wall and the frame structure according to claim 4, characterized in that: The steel wire mesh (7) is threadedly connected with a screw (71), and the screw (71) passes through the steel wire mesh (7) and is threadedly connected with the adhesive plate (9).

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