Bearing type externally-hung earthenware brick mounting structure

Abstract

The utility model relates to the technical field of building construction, in particular to a bearing type externally-hung earthenware brick mounting structure which is characterized by comprising a main supporting structure and multiple secondary supporting structures, the main supporting structure is fixedly connected to the outer side of a main body structure, and the multiple secondary supporting structures are horizontally and fixedly arranged on the main supporting structure in a vertical interval mode; a plurality of bearing supporting plates are horizontally and fixedly arranged on the side, away from the main body structure, of the main supporting structure at intervals in the vertical direction, the earthenware bricks are built on the supporting plates, pulling and knotting nets are horizontally arranged in the building height direction of the earthenware bricks at certain intervals, and the pulling and knotting nets are fixedly connected with the secondary supporting structures; and the supporting plate and the tie net are positioned in mortar joints among the earthenware bricks. The supporting plate and the pulling net are combined for bearing stress, construction can be conducted from bottom to top, insertion in advance is facilitated, the construction period is shortened, earthenware bricks are convenient to typeset, the shape is controllable, the structure is stable, and the construction cost is reduced.

Description

Technical Field

[0001] The invention belongs to the technical field of building construction, and in particular relates to a supporting external ceramic brick installation structure. Background Art

[0002] In order to pursue a sense of history and fashion in architecture, the practice of using ceramic tiles directly as facade decoration has gradually become popular.

[0003] Currently, the mainstream installation methods for ceramic tiles are dry hanging with keels and string hanging with reinforcements. The dry hanging method requires a separate keel for each ceramic tile, such as the ceramic dry hanging structure disclosed in CN201921963655.3. The dry hanging method with keels has complex on-site construction, high cost and long construction period; the string hanging method requires the string pipe assembly to be passed through the through holes on the ceramic tiles and the through holes of the load-bearing angle steel, and the through holes on the ceramic tiles need to be vertically aligned with the through holes of the load-bearing angle steel, such as the string hanging ceramic tile curtain wall system disclosed in CN2022226045704. This method has high requirements on material specifications and measurement accuracy, and it is difficult to control the precision of on-site construction. Summary of the Invention

[0004] The object of the present invention is to provide a supporting external ceramic tile installation structure, which has convenient ceramic tile layout, controllable shape, stable structure and saves construction time.

[0005] The purpose of the present invention is achieved through the following technical solutions:

[0006] A supporting external ceramic tile installation structure includes a main supporting structure and a secondary supporting structure. The main supporting structure is fixedly connected to the outside of the main structure. A plurality of secondary supporting structures are horizontally fixedly arranged on the main supporting structure at vertical intervals. A side of the main supporting structure away from the main structure is horizontally fixedly provided with a plurality of load-bearing supporting plates at vertical intervals. The ceramic tiles are laid on the supporting plates. Tie nets are horizontally arranged at regular intervals along the height direction of the ceramic tiles. The tie nets are connected and fixed to the secondary supporting structure. The supporting plates and the tie nets are located in the mortar joints between the ceramic tiles.

[0007] Preferably, the main support structure includes a plurality of columns arranged in a row at intervals outside the main structure, a plurality of beams are fixedly arranged horizontally between two adjacent columns at vertical intervals, and the support plate is fixedly arranged on the side of the beam away from the main structure.

[0008] Preferably, the columns are arranged at a horizontal interval of 1000 mm, and the beams are arranged at a vertical interval of 3000 mm.

[0009] Preferably, the support plate is an L-shaped structure, the vertical steel plate of the support plate is fixedly connected to the crossbeam, and the horizontal steel plate of the support plate is located between the ceramic brick layers.

[0010] Preferably, an L-shaped notch is provided below the first layer of ceramic tiles on the supporting plate, and the horizontal steel plate of the supporting plate is located in the L-shaped notch.

[0011] Preferably, the secondary supporting structure is an angle steel transverse rib, and a plurality of tie plates are fixedly arranged at intervals along the length direction of the angle steel transverse rib on a side of the angle steel transverse rib away from the main structure, and the tie plates are connected to the tie net by snaps.

[0012] Preferably, the tie-fastening piece is a stainless steel angle code, and a slot is provided at one end of the stainless steel angle code facing the tie-fastening piece, and the tie-fastening piece is connected to the tie-fastening net buckle via the slot.

[0013] Preferably, the tie mesh is a double-row stainless steel mesh, and the double-row stainless steel mesh is welded to form an integral structure.

[0014] Preferably, one layer of the tie mesh is provided for every four layers of the ceramic bricks.

[0015] Beneficial effects of the present invention:

[0016] The present invention supports ceramic bricks by adopting a combined structure of support plates and tie nets arranged at intervals on the primary and secondary supporting structures, thereby ensuring the stress-bearing performance while reducing the construction cost and difficulty.

[0017] At the same time, slots are added to the tie plates to form a snap-on connection and fixation with the tie steel mesh, reducing on-site welding operations and improving construction efficiency.

[0018] The present invention realizes convenient layout of ceramic tiles, controllable shape, stable structure, and reduces construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The present invention will be further described below with reference to the accompanying drawings.

[0020] Figure 1 It is a schematic diagram of the structure of supported external ceramic tiles.

[0021] Figure 2 Schematic diagram of the tie plate structure

[0022] Figure 3 Schematic diagram of the knotted net structure

[0023] Among them: 1. Tie mesh; 2. Ceramic tiles; 3. Mortar joints; 4. Angle steel cross ribs; 5. Tie pieces; 6. Passivated aluminum plates; 7. Crossbeams; 8. Support plates; 9. Square tube columns; 10. Slots; 11. φ6 stainless steel mesh; 12. φ8 steel bars. DETAILED DESCRIPTION

[0024] The supporting external ceramic tile installation structure of the present invention includes a main supporting structure and a secondary supporting structure. The main supporting structure is fixedly connected to the outside of the main structure. A plurality of secondary supporting structures are fixedly arranged horizontally on the main supporting structure in a vertically spaced manner. A plurality of load-bearing support plates are fixedly arranged horizontally in a vertically spaced manner on the side of the main supporting structure away from the main structure. The ceramic tiles are laid on the support plates. Tie nets are horizontally arranged at a certain distance along the height direction of the ceramic tiles. The tie nets are connected and fixed to the secondary supporting structure. The support plates and the tie nets are located in the mortar gaps between the ceramic tiles.

[0025] The following is a clear and complete description of the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.

[0026] See Figures 1 to 3 Before construction, the reference axis of the main structure is used as the reference axis to measure the edge control line of the facade of the ceramic tile 2. The building elevation control point is used to determine the position line of the square tube column 9 according to the axis, and the fixed point position of each square tube column 9 is determined according to the detailed design drawings.

[0027] Several square tube columns 9 are welded to the embedded plates of the main structure via connectors, securing them in rows outside the main structure. The columns 9 are spaced apart, horizontally spaced 1000mm apart. During installation, the columns 9 are temporarily secured and verticality is adjusted using plumb bobs. Once inspected and verified, they are formally welded to the connectors.

[0028] Horizontally mounted crossbeams 7 are fixedly connected between adjacent square tube columns 9. These crossbeams 7 are constructed from galvanized steel square tubes and are spaced 3000 mm apart vertically. During installation, crossbeams 7 are first bolted together using connecting angle brackets. Once the positioning meets the required precision, they are then welded to the square tube columns 9. The support plates 8 must be precisely positioned on the crossbeams 7, with bolt holes pre-drilled and sprayed with anti-rust paint. The square tube columns 9 and crossbeams 7 form the main support structure, which is fixedly connected to the outside of the main structure.

[0029] Several horizontally mounted angle steel cross ribs 4 are fixedly attached to the square tube columns 9 at intervals. The spacing between adjacent angle steel cross ribs 4 is smaller than the spacing between adjacent cross beams 7. In this embodiment, the spacing between adjacent angle steel cross ribs 4 is determined by the height of four layers of masonry bricks. The angle steel cross ribs 4 are pre-positioned to locate the tie bars 5 and have bolt holes drilled. The holes are sprayed with anti-rust paint and then welded to the square tube columns 9, extending their entire length. The angle steel cross ribs 4 attached to the primary support structure form a secondary support structure, which is fixed to the primary support structure.

[0030] After the primary and secondary support structures are installed, waterproof panels 6 are installed between the square tube columns 9, beams 7, and angle steel cross ribs 4. These panels are made of passivated aluminum sheeting 6, enclosing the primary and secondary support frames for waterproofing. The passivated aluminum sheeting 6 is secured with screws. After installation, the screw locations are sealed with weather-resistant sealant. The overlapped joints are tightly packed with sealant, and the passivated aluminum sheeting 6 is kept dry. After installation, a 15-minute water test is performed to check for leaks.

[0031] Support plate 8 is fixed to the outside of beam 7, away from the main structure. Support plate 8 is an L-shaped angle bracket, welded from hot-dip galvanized steel. The vertical length of support plate 8 is the same as the height of beam 7. The horizontal steel plate is customized to different sizes according to the exterior wall shape of the main structure. The maximum overhang length of the horizontal steel plate does not exceed 500mm. When installing support plate 8, first tighten the bolts for temporary fixation. After the flatness adjustment is verified and qualified, tighten the bolts for final fixation.

[0032] Several anchors 5 are fixedly positioned at intervals along the length of the angle steel cross ribs 4, away from the main structure. These anchors 5 are made of stainless steel angle brackets, and their lengths are customized to suit the curtain wall design at different locations within the main structure. Bolts secure the anchors 5 to the angle steel cross ribs 4. A slot 10 is positioned on the front end of the horizontal steel plate, with the open end of the slot 10 being the smallest.

[0033] The tie mesh 1 utilizes a double row of φ6 stainless steel mesh 11. To ensure integrity, φ8 steel bars 12 are placed around the outer perimeter of the stainless steel mesh 11, following the curtain wall's grid divisions. The stainless steel mesh 11 is welded and secured to the framework formed by the φ8 steel bars 12, forming a monolithic structure. When the tie mesh 1 is attached to the tie plate 5, the φ8 steel bars 12 engage in the tie plate's slots, creating a snap-fit connection. Since the slots 10 are at their smallest opening, the tie mesh 1 is unlikely to dislodge.

[0034] Construction of ceramic bricks 2: Because there is a certain distance between the bottom support plate 8 and the ground foundation, the ceramic bricks are laid from the ground foundation to the support plate 8. The distance between adjacent support plates 8 and between the support plate 8 and the ground foundation meets the horizontal distance of the support plate 8. The steel plate is located in the mortar joints 3 of the ceramic bricks on both sides.

[0035] A layer of cement mortar is applied to the horizontal steel plate of the bottom support plate 8 connected to the crossbeam 7, and then the first layer of ceramic bricks 2 is laid on the support plate 8, and then cement mortar is applied, and then the second layer of ceramic bricks 2 is laid. After laying four layers of ceramic bricks, the tie net 1 is laid in the mortar gap between the fourth layer of ceramic bricks 2 and the fifth layer of ceramic bricks 2, and the tie net 1 is connected to the tie sheet 5, and then cement mortar is applied. Then four layers of ceramic bricks 2 are laid in sequence, and then the tie net 1 is laid. In this way, a layer of tie net 1 is laid between every four layers of ceramic bricks 2, so that the tie net 1 is located in the mortar gap.

[0036] To ensure a smooth fit and positional positioning of the tiles 2 against the horizontal steel plate of the support, an L-shaped notch is provided beneath the layer of tiles 2 located above the horizontal steel plate of support 8. The horizontal steel plate of support 8 fits neatly within the L-shaped notch of the tiles 2 and is sanded horizontally. The tile curtain wall is held in place by the tie net 1, and the L-shaped notch of the tiles 2 on support 8 defines the position of the tile curtain wall, preventing them from shifting along the horizontal steel plate of support 8 under the action of the tie net.

[0037] The present invention primarily utilizes support plates 8 to support the vertical load of the tiles 2, while the tie net 1 carries the horizontal wind load. The combination of support plates 8 and tie net 1 supports the overall load of the tiles. After the primary and secondary support structures and windbreaks 6 are installed, the tie bars 5 are installed, allowing for bottom-up construction, saving time and reducing construction difficulty.

[0038] The above content is merely an example and explanation of the structure of the present invention. Those skilled in the art may make various modifications or additions to the described specific embodiments or replace them in a similar manner. As long as they do not deviate from the structure of the invention or exceed the scope defined by the claims, they should all fall within the scope of protection of the present invention.

Claims

1. A supporting external ceramic tile installation structure, characterized in that: The invention comprises a main supporting structure and a secondary supporting structure, wherein the main supporting structure is fixedly connected to the outside of the main structure, and a plurality of secondary supporting structures are fixedly arranged horizontally on the main supporting structure at vertical intervals. A plurality of load-bearing supporting plates are fixedly arranged horizontally at vertical intervals on a side of the main supporting structure away from the main structure. The ceramic bricks are laid on the supporting plates, and tie nets are horizontally arranged at a certain distance along the height direction of the ceramic bricks. The tie nets are connected and fixed to the secondary supporting structure, and the supporting plates and the tie nets are located in the mortar joints between the ceramic bricks.

2. The supporting external ceramic tile installation structure according to claim 1 is characterized in that: The main supporting structure includes a plurality of columns arranged in a row at intervals outside the main structure, a plurality of beams are fixedly arranged horizontally between two adjacent columns at vertical intervals, and the support plate is fixedly arranged on the side of the beam away from the main structure.

3. The supporting external ceramic tile installation structure according to claim 2 is characterized in that: The columns are arranged at a horizontal interval of 1000 mm, and the beams are arranged at a vertical interval of 3000 mm.

4. The supporting external ceramic tile installation structure according to claim 2, characterized in that: The support plate is an L-shaped structure, the vertical steel plate of the support plate is fixedly connected to the crossbeam, and the horizontal steel plate of the support plate is located between the ceramic brick layers.

5. The supporting external ceramic tile installation structure according to claim 4 is characterized in that: An L-shaped notch is provided below the first layer of ceramic tiles on the supporting plate, and the horizontal steel plate of the supporting plate is located in the L-shaped notch.

6. The supporting external ceramic tile installation structure according to claim 2, characterized in that: The secondary supporting structure is an angle steel transverse rib. Along the length direction of the angle steel transverse rib, a plurality of tie plates are fixedly arranged at intervals on the side of the angle steel transverse rib away from the main structure. The tie plates are connected to the tie net by buckles.

7. The supporting external ceramic tile installation structure according to claim 6, characterized in that: The tie-fastening piece is a stainless steel angle code, and a slot is provided at one end of the stainless steel angle code facing the tie-fastening piece. The tie-fastening piece is connected to the tie-fastening net buckle via the slot.

8. The supporting external ceramic tile installation structure according to claim 7, characterized in that: The tie mesh is a double-row stainless steel mesh, and the double-row stainless steel mesh is welded to form an integral structure.

9. The supporting external ceramic tile installation structure according to claim 1, characterized in that: Every time four layers of the ceramic bricks are laid, one layer of the tie net is provided.

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