Stone dry hanging structure at wall surface deformation joint and construction method thereof

Abstract

The application relates to a stone dry-hanging structure at a wall surface deformation joint and a construction method thereof, which comprises the following: vertical keels fixed at intervals on a main body structure; horizontal keels arranged at intervals and horizontally connected to the vertical keels; a base positionally adjustable mounted on the horizontal keel, an end of the base away from the main body structure being formed with a first groove with an opening upward; a cover plate detachably mounted on the end of the base away from the main body structure, the cover plate being formed with a second groove with an opening downward corresponding to the first groove, and the first groove and the second groove being combined to form a containing space; a connecting plate with one end clamped in the containing space and the other end fixedly connected with a stone plate; and an elastic layer filled between the containing space and the end of the connecting plate corresponding to the containing space. The application effectively solves the problem that the stone cannot be dry-hung at the wall surface deformation joint, the stone can be dry-hung at the deformation joint through optimization of the stone dry-hanging structure, the overall appearance of the stone wall surface is improved, and the construction is convenient.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building construction, in particular to a stone dry hanging structure at a wall deformation joint and a construction method thereof. BACKGROUND

[0002] In building engineering, in order to prevent cracks in houses due to climate change, it is often necessary to set deformation joints in buildings with excessively long planar dimensions, that is, a gap is reserved at a certain distance along the length direction of the building, and all components above the ground, such as roofs, walls, floors, etc., are disconnected.

[0003] In decoration and renovation construction, in order to meet the relative displacement of both sides of the expansion joint, the general method for stone dry hanging on the wall at the expansion joint is to vertically set a rail on both sides of the expansion joint, disconnect the horizontal rail at the expansion joint, disconnect the stone plate at the expansion joint, and separately hang and install.

[0004] However, with the continuous progress of building construction technology and the increasing economy, people's requirements for building decoration are becoming higher and higher. The traditional treatment method of disconnecting the dry hanging stone at the expansion joint cannot be paved, and the layout of the stone on the wall at this place often causes the width of the stone on both sides of the expansion joint to be small and the overall appearance to be not beautiful. In addition, the gap left is difficult to handle and affects the appearance effect of the stone wall. SUMMARY

[0005] The present application aims to overcome the defects of the prior art and provide a stone dry hanging structure at a wall deformation joint and a construction method thereof, which solves the problem of not being able to pave the dry hanging stone at the wall deformation joint, optimizes the stone dry hanging structure, enables the stone to be paved at the deformation joint, improves the overall appearance of the stone wall, and is convenient to construct.

[0006] The technical solution to achieve the above-mentioned purpose is:

[0007] The present application provides a stone dry hanging structure at a wall deformation joint, comprising:

[0008] a vertical rail fixed at intervals on a main structure;

[0009] a horizontal rail arranged at intervals and horizontally connected to the vertical rails;

[0010] a base adjustably installed on the horizontal rail, an end of the base away from the main structure being formed with a first recess opening upward;

[0011] a cover plate detachably installed on the end of the base away from the main structure, the cover plate being formed with a second recess opening downward corresponding to the first recess, and the first recess and the second recess being combined to form a containing space;

[0012] a connecting plate having one end clamped in the containing space and the other end fixedly connected to a stone plate; and

[0013] The elastic layer is filled between the accommodating space and the end of the connecting plate corresponding to the end, and the elastic layer can be elastically deformed.

[0014] The stone dry hanging structure at the deformation joint of the wall surface is provided, and the elastic layer is filled in the accommodating space, so that when the main body structure on both sides of the deformation joint deforms, the elastic layer deforms elastically to offset the deformation amount of the main body structure, thereby avoiding the influence on the stone plate, and the stone plate at the deformation joint does not need to be provided with a gap, the overall appearance is ensured, the problem that the stone cannot be dry hung at the deformation joint of the wall surface is solved, the stone can be dry hung at the deformation joint through optimization of the stone dry hanging structure, and the overall appearance of the stone wall surface is improved, and the construction is convenient.

[0015] The stone dry hanging structure at the deformation joint of the wall surface is further improved, and further comprises a through hole formed in the horizontal keel, a strip-shaped hole formed in the base corresponding to the through hole, and a first bolt threaded into the through hole and passing through the strip-shaped hole, the strip-shaped hole extends in a direction perpendicular to the horizontal keel.

[0016] The base moves back and forth along the first bolt through the strip-shaped hole, so that the base moves towards or away from the main body structure, and then the first bolt is screwed to fix the base to the horizontal keel.

[0017] The stone dry hanging structure at the deformation joint of the wall surface is further improved, and further comprises a protrusion formed in the base and located on one side of the first groove close to the main body structure, and a third groove formed in the cover plate corresponding to the protrusion.

[0018] The protrusion is clamped in the third groove, and then the second bolt passes through the cover plate and is screwed into the protrusion, so that the cover plate and the base are fixedly connected, and the first groove and the second groove are combined to form the accommodating space.

[0019] The stone dry hanging structure at the deformation joint of the wall surface is further improved, and the connecting plate is in the shape of an I-beam, comprising a first vertical portion clamped in the accommodating space, a second vertical portion opposite to the first vertical portion and fixed to the stone plate, and a horizontal portion connected between the first vertical portion and the second vertical portion, and the elastic layer is wrapped around the first vertical portion.

[0020] The stone dry hanging structure at the deformation joint of the wall surface is further improved, and further comprises a fourth groove formed in the side of the stone plate close to the main body structure, and the second vertical portion is fixed in the fourth groove.

[0021] The stone dry hanging structure at the deformation joint of the wall surface is further improved, and further comprises a structural adhesive layer filled in the fourth groove, and the second vertical portion and part of the horizontal portion are embedded in the structural adhesive layer.

[0022] The further improvement of the stone dry hanging structure at the wall surface deformation joint of the application lies in further comprising a protruding part formed at the position close to the main body structure at the bottom surface of the fourth groove, and the second vertical part is clamped between the protruding part and the inner wall of the fourth groove.

[0023] The further improvement of the stone dry hanging structure at the wall surface deformation joint of the application lies in that the vertical keel is located at both sides of the deformation joint.

[0024] The further improvement of the stone dry hanging structure at the wall surface deformation joint of the application lies in that the horizontal keel is disconnected at the deformation joint to form a gap.

[0025] The application provides a construction method of a stone dry hanging structure at a wall surface deformation joint, comprising the following steps:

[0026] The vertical keel and the horizontal keel are provided, the vertical keel is fixedly arranged at the main body structure at intervals, and the horizontal keel is connected to the vertical keels at intervals;

[0027] The base, the elastic layer and the connecting plate are provided, the base is installed on the horizontal keel, the elastic layer is clamped into the first groove, and part of the elastic layer protrudes out of the first groove, and then one end of the connecting plate is clamped into the elastic layer;

[0028] The cover plate and the stone plate are provided, the cover plate is installed on the base, the protruding part of the elastic layer is clamped into the second groove, and the end of the connecting plate away from the main body structure is fixedly connected to the stone plate. BRIEF DESCRIPTION OF DRAWINGS

[0029] Figure 1 It is a side view of the stone dry hanging structure at the wall surface deformation joint of the application.

[0030] Figure 2 It is a top view of the stone dry hanging structure at the wall surface deformation joint of the application. DETAILED DESCRIPTION

[0031] The application will be further described below in combination with the drawings and specific embodiments.

[0032] Referring to Figure 1 The application provides a stone dry hanging structure at a wall surface deformation joint and a construction method thereof, the elastic layer is filled in the accommodating space, when the main body structure at both sides of the deformation joint deforms, the elastic layer deforms elastically to offset the deformation amount of the main body structure, so as to avoid affecting the stone plate, and the stone plate at the deformation joint does not need to be provided with a gap, the overall aesthetic appearance is ensured, the problem that the stone cannot be dry hung at the wall surface deformation joint is solved, the stone dry hanging structure is optimized, the stone can be dry hung at the deformation joint, the overall aesthetic appearance of the stone wall surface is improved, and the construction is convenient.

[0033] See Figure 1 , Figure 1 This is a side view of the stone dry-hanging structure at the wall expansion joint of the present invention. The following is in conjunction with... Figure 1 The present invention describes the stone dry-hanging structure at the wall deformation joint of the present invention.

[0034] like Figures 1-2 As shown, the stone dry-hanging structure at the wall expansion joint of the present invention includes:

[0035] The vertical keel 22 is fixed at intervals to the main structure 24;

[0036] Horizontal keels 23 are spaced apart and horizontally connected to several vertical keels 22;

[0037] The base 11 is installed in an adjustable position on the horizontal keel 23, and the end of the base 11 away from the main structure 24 has a first groove 111 with an upward opening;

[0038] A cover plate 12 is detachably installed at the end of the base 11 away from the main structure 24. The cover plate 12 has a second groove 121 with an opening facing downward, corresponding to the first groove 111. The first groove 111 and the second groove 121 are joined together to form an accommodating space.

[0039] A connecting plate 13, one end of which is fitted into the receiving space and the other end of which is fixedly connected to the stone slab 21; and

[0040] An elastic layer 14 is filled between the accommodating space and the corresponding ends of the connecting plate 13, and the elastic layer 14 is elastically deformable.

[0041] Preferably, the elastic layer 14 is made of an elastic rubber material.

[0042] Specifically, the vertical keel 22 is located on both sides of the expansion joint.

[0043] Specifically, the horizontal keel 23 breaks at the expansion joint, forming a gap.

[0044] Preferably, the stone slab 21 covers the expansion joint between the main structures 24.

[0045] As a preferred embodiment of the present invention, it also includes a through hole opened in the horizontal keel 23, a strip hole 113 corresponding to the through hole and opened in the base 11, and a first bolt 1131 passing through the strip hole 113 and screwed into the through hole, the strip hole 113 extending in a direction perpendicular to the horizontal keel 23.

[0046] The base 11 moves back and forth along the first bolt 1131 through the strip hole 113, causing the base 11 to move closer to or further away from the main structure 24, and then the first bolt 1131 is tightened to fix the base 11 to the horizontal keel 23.

[0047] Specifically, the protrusion 112 is formed on the base 11 and located at one side of the first recess 111 close to the main structure 24, and the third recess is formed on the cover plate 12 corresponding to the protrusion 112;

[0048] The protrusion 112 is clamped in the third recess, and then the second bolt 122 is threaded through the cover plate 12 and screwed into the protrusion 112, so that the cover plate 12 is fixedly connected with the base 11, and the first recess 111 and the second recess 121 are combined to form the accommodation space.

[0049] Further, the connecting plate 13 is in the shape of an I-beam, including the first vertical part 131 clamped in the accommodation space, the second vertical part 132 opposite to the first vertical part 131 and fixed to the stone plate 21, and the horizontal part 133 connected between the first vertical part 131 and the second vertical part 132, and the elastic layer 14 is wrapped around the first vertical part 131.

[0050] Specifically, the fourth recess is opened on the side of the stone plate 21 close to the main structure 24, and the second vertical part 132 is fixed in the fourth recess.

[0051] Preferably, the structural adhesive layer 212 is further filled in the fourth recess, and the second vertical part 132 and part of the horizontal part 133 are embedded in the structural adhesive layer 212.

[0052] Specifically, the protruding part 211 is further formed on the bottom surface of the fourth recess close to the main structure 24, and the second vertical part 132 is clamped between the protruding part 211 and the inner wall of the fourth recess, thereby preventing the second vertical part 132 from being pulled out of the fourth recess.

[0053] The specific implementation method of the present application is as follows:

[0054] The main structure 24 is located on both sides of the deformation joint, and a plurality of vertical keels 22 are arranged at intervals, and the horizontal keel 23 is connected between the vertical keels 22, and the horizontal keel 23 is disconnected at the position corresponding to the deformation joint;

[0055] The base 11 is installed on the horizontal keel 23, and the first bolt 1131 is moved back and forth through the strip-shaped hole 113, so that the base is moved towards or away from the main structure 24, and then the first bolt 1131 is screwed to fix the position of the base 11;

[0056] The elastic layer 14 is clamped into the first recess 111, and at this time, part of the elastic layer 14 protrudes out of the first recess 111, and the first vertical part 131 of the connecting plate is clamped into the first recess 111 and wrapped in the elastic layer 14;

[0057] The second groove 121 of the cover plate 12 is opposite to the first groove 111, so that the second groove 121 and the first groove 111 are combined to form a containing space, and the protruding part of the elastic layer 14 and the partial first vertical part 131 are located in the containing space, at this time, the protruding block 112 of the base 11 is clamped into the third groove of the cover plate 12, the second bolt 122 passes through the cover plate 12 and is screwed to the protruding block 112, so that the cover plate 12 and the base 11 are fixedly connected, and the corresponding end of the connecting plate 13 is clamped;

[0058] The second vertical part 132 of the connecting plate 13 is clamped between the inner wall of the fourth groove and the protruding part 211, and then the structural adhesive layer 212 is filled into the fourth groove, so that the stone plate 21 is fixed to the end of the connecting plate away from the main structure 24;

[0059] When the main structure 24 is deformed or relatively displaced due to environmental factors, the first vertical part 131 extrudes the elastic layer 14, so that the elastic layer 14 is deformed, thereby offsetting the deformation amount or displacement amount of the main structure 24, and avoiding affecting the stone plate 21.

[0060] The application also provides a construction method of the stone dry hanging structure of the wall surface deformation joint, and the method comprises the following steps:

[0061] The vertical keels 22 and the horizontal keels 23 are provided, the vertical keels 22 are fixedly arranged on the main structure 24 at intervals, and the horizontal keels 23 are connected to the vertical keels 22 at intervals;

[0062] The base 11, the elastic layer 14 and the connecting plate 13 are provided, the base 11 is installed on the horizontal keel 23, the elastic layer 14 is clamped into the first groove 111, and the elastic layer 14 protrudes out of the first groove 111, and then one end of the connecting plate 13 is clamped into the elastic layer 14;

[0063] The cover plate 12 and the stone plate 21 are provided, the cover plate 12 is installed on the base 11, so that the protruding part of the elastic layer 14 is clamped into the second groove 121, and the end of the connecting plate 13 away from the main structure 24 is fixedly connected with the stone plate 21.

[0064] The specific operation mode of the construction method provided by the application in actual implementation is as follows:

[0065] The main structure 24 is arranged on both sides of the deformation joint at intervals, and the horizontal keels 23 are connected between the vertical keels 22, and the horizontal keels 23 are disconnected at positions corresponding to the deformation joint;

[0066] The base 11 is installed on the horizontal keel 23, the first bolt 1131 is moved back and forth through the strip-shaped hole 113, so that the base is moved towards or away from the main structure 24, and then the first bolt 1131 is screwed to fix the position of the base 11.

[0067] The elastic layer 14 is clamped into the first groove 111, and the elastic layer 14 protrudes from the first groove 111, and the first vertical part 131 of the connecting plate is clamped into the first groove 111 and covered in the elastic layer 14;

[0068] The second groove 121 of the cover plate 12 is opposite to the first groove 111, so that the second groove 121 and the first groove 111 are combined to form a containing space, and the protruding part of the elastic layer 14 and the first vertical part 131 are located in the containing space, and the protruding block 112 of the base 11 is clamped into the third groove of the cover plate 12, the second bolt 122 passes through the cover plate 12 and is screwed into the protruding block 112, so that the cover plate 12 and the base 11 are fixedly connected, and the corresponding end of the connecting plate 13 is clamped;

[0069] The second vertical part 132 of the connecting plate 13 is clamped between the inner wall of the fourth groove and the protruding part 211, and then the structural adhesive layer 212 is filled in the fourth groove, so that the stone plate 21 is fixed to the end of the connecting plate away from the main structure 24;

[0070] When the main structure 24 is deformed or relatively displaced due to environmental factors, the first vertical part 131 extrudes the elastic layer 14, so that the elastic layer 14 is deformed, thereby offsetting the deformation or displacement of the main structure 24, and avoiding affecting the stone plate 21.

[0071] The above embodiments of the application are described in detail in combination with the drawings, and those skilled in the art can make various changes to the application according to the above description. Therefore, some details in the embodiments should not constitute a limitation on the application, and the scope of protection of the application will be defined by the appended claims.

Claims

1. A stone dry hanging structure at a wall surface deformation joint, characterized in that, include: The vertical keel of the main structure is fixed at intervals; Horizontal keels that are spaced apart and horizontally connected to several of the vertical keels; The base is adjustablely mounted on the horizontal keel, and the end of the base away from the main structure has a first groove with an upward opening; A cover plate is detachably installed at the end of the base away from the main structure. The cover plate has a second groove with an opening facing downwards corresponding to the first groove, and the first groove and the second groove are joined together to form an accommodating space. A connecting plate, one end of which is fitted into the accommodating space and the other end of which is fixedly connected to the stone slab; and An elastic layer is filled between the accommodating space and the corresponding ends of the connecting plate, and the elastic layer is elastically deformable. It also includes a through hole in the horizontal keel, a strip hole corresponding to the through hole and in the base, and a first bolt passing through the strip hole and screwed into the through hole, wherein the strip hole extends in a direction perpendicular to the horizontal keel; The base moves back and forth along the first bolt through the strip hole, causing the base to move closer to or away from the main structure, and then the first bolt is tightened to fix the base to the horizontal keel; It also includes a protrusion formed on the base and located on the side of the first groove close to the main structure, and a third groove formed on the cover plate corresponding to the protrusion; The protrusion is engaged in the third groove, and the second bolt passes through the cover plate and is screwed onto the protrusion, so that the cover plate is fixedly connected to the base, and the first groove and the second groove are joined together to form the accommodating space; The connecting plate is I-shaped and includes a first vertical part that is fitted into the accommodating space, a second vertical part that is opposite to the first vertical part and fixed to the stone slab, and a horizontal part that connects the first vertical part and the second vertical part. The elastic layer covers the periphery of the first vertical part.

2. The stone dry-mounting structure at a wall deformation joint according to claim 1, wherein It also includes a fourth groove opened on the side of the stone slab near the main structure, and the second vertical part is fixed in the fourth groove.

3. The stone dry-mounting structure at a wall deformation joint according to claim 2, wherein It also includes a structural adhesive layer filled in the fourth groove, and the second vertical portion and part of the horizontal portion are embedded in the structural adhesive layer.

4. The structure for dry hanging stone at a wall deformation joint according to claim 2, wherein It also includes a protrusion formed on the bottom surface of the fourth groove near the main structure, and the second vertical part is engaged between the protrusion and the inner wall of the fourth groove.

5. The stone dry-mounting structure at a wall deformation joint according to claim 1, wherein The vertical keel is located on both sides of the expansion joint.

6. The stone dry-mounting structure at a wall deformation joint according to claim 1, wherein The horizontal keel breaks at the expansion joint, forming a gap.

7. A method of constructing a stone dry hanging structure at a wall deformation joint according to claim 1, characterized in that, Includes the following steps: Vertical keels and horizontal keels are provided, the vertical keels are fixed to the main structure at intervals, and the horizontal keels are connected to a plurality of the vertical keels at intervals. A base, the elastic layer, and a connecting plate are provided. The base is installed on the horizontal keel, the elastic layer is snapped into the first groove, and a portion of the elastic layer protrudes out of the first groove. Then, one end of the connecting plate is snapped into the elastic layer. A cover plate and a stone plate are provided, the cover plate is installed on the base, so that the protruding part of the elastic layer is clamped into the second groove, and the end part of the connecting plate away from the main structure is fixedly connected with the stone plate.

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