A dry hanging stone material internal corner construction reinforcing structure

Abstract

The utility model discloses a dry hanging stone female corner construction reinforcing structure, it includes the planting steel bar hole of being set in the surface of wall body: the inner chamber of planting steel bar hole has inserted the planting steel bar pole, the inner wall of planting steel bar pole and planting steel bar hole jointly fills the glue filling layer, the end of planting steel bar pole is welded with the rectangular plate, the surface of rectangular plate is integrally formed with the cross bar, the end of cross bar is welded with the L shape piece, the surface of L shape piece is equipped with the sleeve piece, the surface of sleeve piece is bonded with the stone block. The utility model through glue filling layer will be fixed between planting steel bar pole and the inner wall of planting steel bar hole, simultaneously through L shape pole will be fixed as a whole with half hoop ring, and through rectangular plate, cross bar and L shape piece will be fixed with sleeve piece and stone block, make the female corner place of stone block can be reinforced connection, can reach the connecting piece of adding in the wall corner, through connecting piece will be reinforced with the stone female corner at the corner, and then improve the integrity of stone connection, and then improve its structural stability purpose.

Description

Technical Field

[0001] This utility model belongs to the field of dry-hanging stone technology, and in particular relates to a reinforcement structure for the internal corner of dry-hanging stone. Background Technology

[0002] Stone dry-hanging requires a combination of basic dry-hanging procedures and specialized finishing techniques. The core is to fix the stone with a metal frame and use methods such as begonia corners, rounded corners, grooves, or metal strips to handle the external corners to ensure safety and aesthetics. Clean the wall surface and check its verticality and flatness. For non-load-bearing walls (such as aerated concrete walls), a steel frame must be installed first. After laying out the lines and positioning, fix the embedded plates and expansion bolts. The spacing is usually less than 1000mm. Weld or bolt the steel frame and install stainless steel / T-shaped hangers. Install the stone from bottom to top, connecting it to the hangers through grooving or drilling. After calibrating the position, fix it. For caulking and cleaning: fill the gaps with foam strips and apply silicone. Finally, clean the finish.

[0003] The contact surface of the stone joints at the corners of the wall is small, and after long-term use, they may separate, resulting in gaps. Therefore, a reinforcement structure for the inside corners of dry-hanging stone is needed. Connectors can be added to the corners of the wall to reinforce the inside corners of the stone, thereby improving the overall integrity of the stone connection and enhancing its structural stability. Utility Model Content

[0004] The purpose of this utility model is to provide a reinforcement structure for the internal corner of dry-hanging stone, by adding a connector at the corner of the wall to reinforce the internal corner of the stone, thereby improving the overall integrity of the stone connection and its structural stability, so as to solve the technical problems mentioned in the background art.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A construction reinforcement structure for the internal corner of dry-hanging stone includes a rebar hole opened on the wall surface; a rebar rod is inserted into the inner cavity of the rebar hole; a grouting layer is filled between the rebar rod and the inner wall of the rebar hole; a rectangular plate is welded to the end of the rebar rod; a horizontal bar is integrally formed on the surface of the rectangular plate; an L-shaped block is welded to the end of the horizontal bar; a sleeve block is fitted on the surface of the L-shaped block; a stone block is bonded to the surface of the sleeve block; a semi-hoop ring is fitted on the surface of the horizontal bar; a second semi-hoop ring and a threaded rod are rotatably connected to the surface of the first semi-hoop ring; a nut block is threadedly connected to the surface of the threaded rod; and an L-shaped rod is provided on the outer side of the stone block.

[0006] Preferably, the surface of the rebar rod is integrally formed with support strips.

[0007] Preferably, the inner wall of the sleeve block and the L-shaped block are both filled with a structural adhesive layer.

[0008] Preferably, the surface of the threaded rod is fitted with an elastic pad, and the second half-hoop ring and the nut block are both in contact with the elastic pad.

[0009] Preferably, the end of the L-shaped rod is welded to the semi-hoop ring.

[0010] The beneficial effects of this utility model are: 1. This utility model fixes the rebar rod to the inner wall of the rebar hole through an adhesive layer, and fixes the semi-hoop ring into a whole through an L-shaped rod. Furthermore, it fixes the sleeve block and the stone block through a rectangular plate, a crossbar, and an L-shaped block, thereby reinforcing the connection at the inside corner of the stone block. This achieves the purpose of adding a connector at the corner of the wall, reinforcing the inside corner of the stone at the corner through the connector, thereby improving the overall integrity of the stone connection and thus improving its structural stability. 2. By setting up support bars, this utility model increases the surface area of ​​the rebar rod, thereby improving the stability of the bond between the rebar rod and the adhesive layer; 3. This utility model uses a structural adhesive layer to bond the L-shaped block and the sleeve block together, which improves the stability of the connection between the two and thus improves the stability of the overall structure. 4. By setting up an elastic pad, this utility model increases the friction on the surface of the nut block, preventing the nut block from loosening and coming off the threaded rod surface due to external vibration, thereby improving the stability of the connection between the nut block and the threaded rod. Attached Figure Description

[0011] in: Figure 1 This is a schematic diagram of the structure of one embodiment of the present utility model; Figure 2 This is one embodiment of the present utility model. Figure 1 A magnified view of point A in the middle; Figure 3 This is one embodiment of the present utility model. Figure 1 A magnified view of point B in the middle; Figure 4 This is a perspective view of a threaded rod and a nut block according to an embodiment of the present invention; Figure 5 This is a three-dimensional schematic diagram of the sleeve block and structural adhesive layer of one embodiment of the present invention.

[0012] The attached diagram lists the components represented by each number as follows: 1. Rebar hole, 2. Rebar rod, 3. Adhesive layer, 4. Support bar, 5. Rectangular plate, 6. Crossbar, 7. L-shaped block, 8. Sleeve block, 9. Stone block, 10. Structural adhesive layer, 11. Half hoop one, 12. Half hoop two, 13. Threaded rod, 14. Nut block, 15. Elastic pad block, 16. L-shaped rod. Detailed Implementation

[0013] In the following description, embodiments of the present invention for the reinforcement structure of the inside corner of dry-hanging stone will be described with reference to the accompanying drawings.

[0014] Example 1: Figure 1-5 This invention illustrates a construction reinforcement structure for the internal corner of dry-hanging stone cladding, comprising a rebar hole 1 formed in the wall surface; a rebar rod 2 is inserted into the inner cavity of the rebar hole 1; an adhesive layer 3 is filled between the rebar rod 2 and the inner wall of the rebar hole 1; a support strip 4 is integrally formed on the surface of the rebar rod 2; the support strip 4 increases the surface area of ​​the rebar rod 2, thereby improving the stability of the bond between the rebar rod 2 and the adhesive layer 3; a rectangular plate 5 is welded to the end of the rebar rod 2; a crossbar 6 is integrally formed on the surface of the rectangular plate 5; and an L-shaped... Block 7, L-shaped block 7 is fitted with a sleeve block 8, and a stone block 9 is bonded to the surface of the sleeve block 8. The inner wall of the sleeve block 8 and the L-shaped block 7 are filled with a structural adhesive layer 10. The structural adhesive layer 10 is used to bond the L-shaped block 7 and the sleeve block 8, which improves the stability of the connection between the two and thus improves the stability of the overall structure. The surface of the crossbar 6 is fitted with a semi-hoop ring 11, and the surface of the semi-hoop ring 11 is rotatably connected to a second semi-hoop ring 12 and a threaded rod 13. The surface of the threaded rod 13 is threadedly connected to a nut block 14. An L-shaped rod 16 is provided on the outside of the stone block 9.

[0015] Example 2: Figure 1-5 This invention illustrates a construction reinforcement structure for the internal corner of dry-hanging stone cladding according to an embodiment of the present invention. It includes a rebar hole 1 formed in the wall surface; a rebar rod 2 is inserted into the inner cavity of the rebar hole 1; an adhesive layer 3 is filled between the rebar rod 2 and the inner wall of the rebar hole 1; a rectangular plate 5 is welded to the end of the rebar rod 2; a horizontal bar 6 is integrally formed on the surface of the rectangular plate 5; an L-shaped block 7 is welded to the end of the horizontal bar 6; a sleeve block 8 is fitted onto the surface of the L-shaped block 7; a stone block 9 is adhered to the surface of the sleeve block 8; a semi-hoop ring 11 is fitted onto the surface of the horizontal bar 6; and a second semi-hoop ring 11 is rotatably connected to the surface of the semi-hoop ring 11. 12 and threaded rod 13, the surface of threaded rod 13 is threadedly connected to nut block 14, L-shaped rod 16 is provided on the outside of stone block 9, elastic pad 15 is sleeved on the surface of threaded rod 13, half hoop ring 12 and nut block 14 are both in contact with elastic pad 15. By setting elastic pad 15, the friction on the surface of nut block 14 is increased, and the situation that nut block 14 will loosen and fall off the surface of threaded rod 13 due to external force vibration will be avoided, thereby improving the stability of the connection between nut block 14 and threaded rod 13. The end of L-shaped rod 16 is welded to half hoop ring 11.

[0016] Working Principle: When using this utility model, the user opens anchor holes 1 on the wall surface and installs the frame. Then, the anchor holes 1 are cleaned and filled with adhesive layer 3. The anchor rod 2 is then fixed to the inner wall of the anchor hole 1 through the adhesive layer 3, so that the rectangular plate 5, the horizontal bar 6 and the L-shaped block 7 can be fixed to the wall. Then, the semi-hoop ring 11 and the semi-hoop ring 2 12 are fixed to the surface of the horizontal bar 6 through the cooperation of the threaded rod 13 and the nut block 14. Then, the semi-hoop ring 11 is fixed as a whole through the L-shaped rod 16, and the stone block 9 is fixed to the surface of the frame through the dry hanging parts. At this time, the sleeve block 8 and the stone block 9 are fixed through the cooperation of the rectangular plate 5, the horizontal bar 6 and the L-shaped block 7, so that the inside corner of the stone block 9 is reinforced and connected. This realizes the purpose of adding a connector at the corner of the wall, reinforcing the inside corner of the stone through the connector, thereby improving the overall integrity of the stone connection and improving its structural stability.

[0017] In summary, this dry-hanging stone corner reinforcement structure uses an adhesive layer 3 to fix the anchor rod 2 to the inner wall of the anchor hole 1, and an L-shaped rod 16 to fix the semi-hoop ring 11 into a whole. Furthermore, the rectangular plate 5, the horizontal bar 6, and the L-shaped block 7 fix the sleeve block 8 and the stone block 9, thus reinforcing the corner of the stone block 9. This achieves the goal of adding a connector at the corner of the wall, reinforcing the corner of the stone, improving the overall integrity of the stone connection, and ultimately enhancing its structural stability.

Claims

1. A reinforcement structure for the internal corner of dry-hanging stone cladding, characterized in that, The wall includes a rebar hole (1) on the wall surface: a rebar rod (2) is inserted into the inner cavity of the rebar hole (1), and the rebar rod (2) and the inner wall of the rebar hole (1) are filled with an adhesive layer (3). A rectangular plate (5) is welded to the end of the rebar rod (2), a crossbar (6) is integrally formed on the surface of the rectangular plate (5), an L-shaped block (7) is welded to the end of the crossbar (6), a sleeve block (8) is fitted on the surface of the L-shaped block (7), a stone block (9) is bonded to the surface of the sleeve block (8), a half hoop ring (11) is fitted on the surface of the crossbar (6), a half hoop ring (12) and a threaded rod (13) are rotatably connected to the surface of the half hoop ring (11), a nut block (14) is threadedly connected to the surface of the threaded rod (13), and an L-shaped rod (16) is provided on the outside of the stone block (9).

2. The reinforcement structure for the internal corner of dry-hanging stone cladding according to claim 1, characterized in that, The surface of the rebar rod (2) is integrally formed with a support strip (4).

3. The reinforcement structure for the internal corner of dry-hanging stone cladding according to claim 2, characterized in that, The inner wall of the sleeve (8) and the L-shaped block (7) are filled with a structural adhesive layer (10).

4. The reinforcement structure for the internal corner of dry-hanging stone cladding according to claim 3, characterized in that, The surface of the threaded rod (13) is fitted with an elastic pad (15), and the second half-hoop ring (12) and the nut block (14) are both in contact with the elastic pad (15).

5. The reinforcement structure for the internal corner of dry-hanging stone cladding according to claim 4, characterized in that, The end of the L-shaped rod (16) is welded to the semi-hoop ring (11).

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