High-safety arc stone wall surface structure and construction method thereof

Abstract

The invention belongs to the technical field of indoor decoration construction, and particularly relates to a high-safety arc-shaped stone wall surface structure and a construction method thereof.The arc-shaped stone wall surface structure comprises a stone reinforcing structural plate and further comprises a transverse keel and an arc-shaped metal inserting piece, a wall surface keel is fixed to the back face of the transverse keel, and a metal overhanging piece is arranged on the upper surface of the transverse keel; one end of each metal overhanging piece is horizontally inserted into a gap between every two adjacent stone reinforced structural plates and is provided with a strip-shaped hole, the upper and lower end faces of the stone reinforced structural plates are provided with grooves for sleeving the arc-shaped metal inserts, the lower end faces of the arc-shaped metal inserts are provided with insertion blocks, and one ends of the insertion blocks penetrate through the strip-shaped holes and are inserted into the grooves; the method comprises steps 1 to 4. Installation is carried out in an alternate inserting and sleeving dry hanging mode, in the whole process, trepanning and screw driving are not needed for the stone wall face, the construction risk is reduced, the safety of the stone wall face is guaranteed, and the construction period is conveniently shortened.

Description

Technical Field

[0001] The invention belongs to the technical field of indoor decoration construction, and particularly relates to a highly safe curved stone wall structure and a construction method thereof. Background Art

[0002] Curved stone walls are widely used in various indoor and outdoor spaces, such as sales office front desks, landscape pools, and landscape wall designs. During construction, according to the stone block lines and the slab slot (punch) positions, the vertical and horizontal keel position lines are popped up, and embedded parts and welding work are carried out. The installation of the frame should be firm and reliable to ensure the stability and safety of the stone wall.

[0003] Problems with existing technologies: For example, after searching, it was found that the Chinese invention with publication number CN118441833A is a hyperbolic panel curtain wall, system and installation method. The invention connects the main keel and the panel assembly through a keel adapter and a panel adapter, and realizes quick connection between the keel and the panel by plugging in, nailing, etc.

[0004] During the construction of curved stone wall structures, adapters are generally inserted into the joints of stone slabs for further fixation, and screws are used to reinforce the connection between the adapters and the stone slabs. The screws will increase the internal stress of the stone slabs, which is very likely to cause cracks and chipping, increasing the risk of construction. This will not only cause property losses, but also delay the construction period. Summary of the invention

[0005] The purpose of the present invention is to provide a highly safe curved stone wall structure and a construction method thereof, which can be installed in a dry hanging manner of alternating insertion and sleeves. During the entire process, no holes need to be drilled or screwed in the stone wall, which reduces the risk of construction, ensures the safety of the stone wall, and facilitates shortening the construction period.

[0006] The technical solution adopted by the present invention is as follows: A highly safe curved stone wall structure and a construction method thereof, comprising a stone reinforced structural plate, and further comprising: A transverse keel, a wall keel is fixed on the back of the transverse keel, a metal cantilever is arranged on the upper surface of the transverse keel, one end of the metal cantilever is horizontally inserted into the gap between two adjacent stone reinforced structural panels and a strip hole is opened at the one end.

[0007] An arc-shaped metal plug-in, the upper and lower end surfaces of the stone reinforced structural plate are provided with grooves for housing the arc-shaped metal plug-in, an insert block is installed on the lower end surface of the arc-shaped metal plug-in, one end of the insert block passes through the strip hole and is inserted into the groove, the insert block and the metal pick-up piece tighten two adjacent stone reinforced structural plates along the groove, and the metal pick-up piece fits the arc surface of the groove to relieve the internal stress of the stone reinforced structural plate.

[0008] Alternately install the arc-shaped metal plug-ins and the stone reinforced structural panels to ensure that each stone reinforced structural panel is clamped up and down by two arc-shaped metal plug-ins. The installation can be completed by dry hanging. During the whole process, there is no need to drill holes or drive screws in the stone wall, which prevents a sharp increase in internal stress of the stone wall, reduces cracking and chipping, reduces the risk of construction, ensures the safety of the stone wall, and shortens the construction period.

[0009] As a preferred solution, the wall keel includes a vertical square tube and an angle steel connecting corbel fixed on one side of the vertical square tube, the metal cantilever is installed on the upper surface of the angle steel connecting corbel, four vertical square tubes are fixed on the building wall at intervals, and then the angle steel is cut into small sections of specified lengths according to the construction drawings, and the angle steel connecting corbel is fixed to the vertical square tube with bolts as an angle steel connecting corbel, so that each arc-shaped metal plug-in is supported by at least one angle steel connecting corbel.

[0010] As a preferred solution, a longitudinal pin hole is provided on the transverse keel, a transverse pin hole is provided on the metal cantilever, and a fastening bolt passing through the longitudinal pin hole and the transverse pin hole is inserted on the metal cantilever. After the transverse keel is welded to the angle steel connecting corbel, three metal cantilever pieces are placed on it one by one, and the longitudinal pin hole and the transverse pin hole are partially overlapped. Then the fastening bolt is inserted and the metal cantilever piece is locked with a nut to firmly support the arc-shaped metal plug-in. Subsequently, the nut can be slightly loosened, and the fastening bolt can be moved to drive the metal cantilever piece and the stone reinforced structural plate to move to achieve position adjustment, and then the nut can be retightened for tightening.

[0011] As a preferred solution, a transverse seam closing strip facing the arc-shaped metal insert is filled between the two stone reinforced structural panels. The transverse seam closing strip sticks to the stone reinforced structural panels. The transverse seam closing strip can be made of a caulking agent that is close to the color of the stone or DIY customized to cover the side seams of the two stone reinforced structural panels.

[0012] As a preferred solution, a skirting line and a floor decoration layer are sequentially arranged downwardly from the bottom of the stone reinforced structural board. The skirting line has a curvature for fitting the stone reinforced structural board, and the floor decoration layer is used to harden the floor. The skirting line is added on top to seal the floor seams of the stone reinforced structural board while having sufficient supporting strength to resist earthquakes and distortions.

[0013] As a preferred solution, a concave flange seat is fixed to the outside of the vertical square tube piece, and the outer side of the flange seat is fixedly connected to one end of the angle steel connecting corbel piece.

[0014] As a preferred solution, it also includes a load-bearing plate spanning two adjacent grooves, the load-bearing plate and the metal cantilever are arranged alternately, the load-bearing plate is attached to the outer arc surface of the arc-shaped metal plug-in, an anchor plate is fixed on the back of the load-bearing plate, one end of the anchor plate passes over the plug block to the upper surface of the transverse keel and a traction piece is arranged at the one end, and the anchor plate is fixedly connected to the angle steel connecting corbel piece through the traction piece.

[0015] Before the curved metal plug-in is inserted into the groove, the anchor plate is passed through two adjacent plug blocks until the load-bearing plate overlaps with the curved metal plug-in and is inserted into the groove. The traction piece is then fixed to the wall frame, and the anchor plate is tightened to fit the curved metal plug-in. At the same time, the curved metal plug-in can be supported at the intervals of the metal cantilevers to improve the supporting performance of the stone wall, especially for supporting the inside of stone walls with a height of more than two meters. It is not easy to be broken by wind or ground movement under accumulated load, and the overall safety performance is excellent. It will not damage the stone reinforced structural plate and cause stress abnormalities.

[0016] As a preferred solution, the upper and lower end surfaces of the load-bearing plate are provided with glue grooves, and the outer arc surface of the load-bearing plate is also adhered with glue stickers, and the glue stickers and glue grooves are both used to stick to the grooves. The glue grooves and glue stickers can be pre-processed in the factory with silicone structural adhesive, wrapped with anti-sticking film, and then torn off during construction, without the need for on-site gluing. The glue stickers and glue grooves are both used to stick to the grooves, connecting the stone reinforced structural panels more tightly to prevent the stone wall gaps from being disconnected due to wind, and can also be buffered by the elastic deformation of the silicone structural adhesive to carry out elastic bonding with the stone reinforced structural panels and reduce rigid damage.

[0017] As a preferred solution, the traction member comprises a metal ring welded to one end of the anchor plate, and a traction rope is wound around the metal ring; Among them, the traction rope is made of steel cable, and both ends are respectively welded to the outside of the angle steel connecting corbel to tighten the load plate and the anchor plate. The load plate and the anchor plate are tightened by the traction rope and the metal ring to achieve the compression and fixation of the arc-shaped metal plug-in. The installation can be completed by spot welding, so that a triangular stable structure is formed between the angle steel connecting corbel and the traction rope, which can enhance the structural strength of the wall frame.

[0018] A highly safe curved stone wall structure construction method comprises the following steps: Step 1: Measure and locate on the wall, determine the installation position and size, and use electric tools to firmly fix the wall keel; Step 2: Install the horizontal keel on the wall keel and install the metal bracket; Step 3: Try to match and install the curved metal insert with the stone reinforced structural plate, insert the curved metal insert into the strip hole of the installed metal pick, and then connect the stone reinforced structural plate to the curved metal insert; Step 4: After installing the first stone reinforced structural panel, install the metal cantilever and arc-shaped metal insert on the upper part of the stone reinforced structural panel on the upper part of the first stone reinforced structural panel, install the second stone reinforced structural panel, and install the remaining stone reinforced structural panels in sequence.

[0019] The technical effects achieved by the present invention are: The present invention installs the arc-shaped metal plug-in and the stone reinforcement structure plate by alternately inserting and sleeves, ensuring that each stone reinforcement structure plate is clamped up and down by two arc-shaped metal plug-ins, and the installation can be completed by dry hanging. During the whole process, the stone wall surface does not need to be drilled or screwed, which prevents the internal stress of the stone wall surface from increasing sharply, reduces cracking, missing corners, etc., reduces the risk of construction, ensures the safety of the stone wall surface, and is convenient to shorten the construction period. There is no need to apply glue on site, saving construction time.

[0020] Before the arc-shaped metal plug-in is inserted into the groove, the present invention passes the anchor plate through two adjacent plug blocks until the load-bearing plate and the arc-shaped metal plug-in overlap and are inserted into the groove, and then the traction piece is fixed to the wall frame, and the anchor plate is tightened to fit the arc-shaped metal plug-in. At the same time, the arc-shaped metal plug-in can be supported at the interval of the metal cantilever piece, thereby improving the supporting performance of the stone wall, especially for supporting the inside of the stone wall with a height of more than two meters. It is not easy to be broken by wind force or ground movement under the condition of accumulated load, and the overall safety performance is excellent, and the stone reinforced structural plate will not be damaged to cause stress abnormality.

[0021] The present invention can simplify the installation steps of the stone wall through steps one to ten, and improve the safety during the construction process. During the installation process, the weld is far away from the stone reinforced structural plate, and there is sufficient space for spot welding to prevent oxidation, rust and shedding due to incompleteness. In this way, it can prevent the fracture caused by wind force or ground movement under the condition of accumulated load. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 This is a front view of a highly secure curved stone wall structure in Embodiment 1 of the present invention; Figure 2 It is a side view of a high-safety curved stone wall structure in the first embodiment of the present invention; Figure 3 It is a top plan view of a highly secure curved stone wall structure in the first embodiment of the present invention; Figure 4 It is a cross-sectional view of a highly secure curved stone wall structure in the first embodiment of the present invention; Figure 5 It is a partial perspective view of a high-safety curved stone wall structure in the first embodiment of the present invention; Figure 6 is an exploded view of two stone reinforced structural panels in the first embodiment of the present invention; Figure 7 is a front view of a metal pick in Embodiment 1 of the present invention; Figure 8 is a front view of the arc-shaped metal insert in the first embodiment of the present invention; Fig. 9 is an exploded view of two stone reinforced structural panels in the second embodiment of the present invention; Fig.10 is a rear view of the load plate in the second embodiment of the present invention; Fig.11 It is a flow chart of a highly safe curved stone wall structure construction method in embodiment 3 of the present invention.

[0023] In the accompanying drawings, the components represented by the reference numerals are listed as follows: 1. Stone reinforced structural plate; 101. Building wall; 2. Horizontal keel; 201. Longitudinal pin hole; 3. Metal cantilever; 301. Strip hole; 302. Horizontal pin hole; 4. Arc-shaped metal plug-in; 401. Insert; 5. Angle steel connecting bracket; 6. Vertical square tube; 7. Fastening bolt; 8. Horizontal seam closing strip; 9. Floor decoration layer; 10. Baseboard; 11. Flange seat; 12. Load plate; 13. Anchor plate; 14. Glue groove; 15. Glue sticker; 16. Metal ring; 17. Traction rope. DETAILED DESCRIPTION

[0024] In order to make the purpose and advantages of the present invention more clearly understood, the present invention is specifically described below in conjunction with embodiments. It should be understood that the following text is only used to describe one or several specific embodiments of the present invention, and does not strictly limit the scope of protection of the specific claims of the present invention.

[0025] Stone walls are widely used, such as sales office front desk, landscape pool, landscape wall design, etc. Traditional dry hanging stone walls have the following methods: 1. Pin type: Pins and pads are used to connect through holes on the edge of the plate. Existing projects show that the stone is partially cracked at the stress concentration point, which is labor-intensive, time-consuming, and material-intensive during operation.

[0026] 2. Butterfly type (commonly known as up and down flip, two-end flip type). During construction, the thickness and curvature of the upper and lower flip heads force the cut groove to be widened, which can easily cause damage to the stone during installation. If the amount of glue used to process the groove width is too large, the overall cost will increase, and the technology will be slightly backward during use.

[0027] 3. The welded joint (i.e. the "Y"-shaped piece, commonly known as the "welding head") has simple force transmission and reduces the damage of the stone, but the high temperature heating during welding will produce "annealing" phenomenon. The strength of the pendant is greatly reduced. If the weld is not full, it will cause oxidation, rust and fall off, and the firmness and safety are not guaranteed. Under the condition of accumulated load, it will be broken by wind or ground movement.

[0028] 4. Back-bolted type: the back of the stone is punched with holes and connected to the keel with bolts. The curtain wall dry hanging system consists of rear-cut anchor bolts and rear support system. Due to the mechanical anchoring structure, it is not flexible and cannot solve the problem of thermal expansion and contraction caused by temperature difference.

[0029] Embodiment 1: like Figure 1-Figure 8 As shown, a highly safe curved stone wall structure includes a stone reinforced structural plate 1, and also includes: A transverse keel 2 is provided with a wall keel fixed on the back thereof, a metal pick 3 is provided on the upper surface of the transverse keel 2, one end of the metal pick 3 is horizontally inserted into the gap between two adjacent stone reinforced structural panels 1 and a strip hole 301 is opened at the one end.

[0030] The arc-shaped metal plug-in 4 and the upper and lower end surfaces of the stone reinforced structural plate 1 are provided with grooves for housing the arc-shaped metal plug-in 4. The lower end surface of the arc-shaped metal plug-in 4 is installed with an insert block 401. The number of the insert blocks 401 is eleven. One end of the insert block 401 passes through the strip hole 301 and is inserted into the groove. The insert block 401 and the metal pick 3 tighten two adjacent stone reinforced structural plates 1 along the groove, and the metal pick 3 fits the arc surface of the groove to relieve the internal stress of the stone reinforced structural plate 1.

[0031] Furthermore, if Figure 4 , Figure 7 and Figure 8 As shown, the stone reinforced structural plate 1, the transverse keel 2, the metal cantilever 3 and the arc-shaped metal insert 4 can all be customized from the factory, and grooves are opened on the upper and lower end surfaces of the stone reinforced structural plate 1 before leaving the factory.

[0032] Furthermore, the back of the stone reinforced structural panel 1 is pre-wrapped with an aluminum plate, and the upper and lower ends of the aluminum plate are bent into two grooves respectively, to ensure the stone strength of low-density weathered stones such as travertine, and further ensure the safety of dry-hanging stone walls.

[0033] Through the above structure, its working principle is as follows: according to the design drawings, the wall is precisely positioned, and holes can be drilled and screwed in with electric tools to fix the wall keel at the preset position. Then a specified number of transverse keels 2 are fixed to the wall keels along an arc path on the horizontal plane, and three metal picks 3 are fixed on each transverse keel 2.

[0034] Then insert the plug block 401 of the arc-shaped metal plug-in 4 downward into the strip hole 301, so that the metal cantilever 3 supports the arc-shaped metal plug-in 4 upward and cooperates with the groove to limit the horizontal position. At this time, the stone reinforced structural plate 1 is covered with the arc-shaped metal plug-in 4 from the top through the groove. In this way, the arc-shaped metal plug-in 4 and the stone reinforced structural plate 1 are installed alternately to ensure that each stone reinforced structural plate 1 is clamped up and down by two arc-shaped metal plug-ins 4, and the installation can be completed by dry hanging. During the whole process, there is no need to drill holes or drive screws in the stone wall, which prevents the internal stress of the stone wall from increasing sharply, reduces cracking and chipping, reduces the risk of construction, ensures the safety of the stone wall, and shortens the construction period.

[0035] Refer to the attached Figure 1 , Figure 2 and Figure 3 The wall keel includes a vertical square tube member 6 and an angle steel connecting corbel member 5 fixed on one side of the vertical square tube member 6. The metal cantilever member 3 is installed on the upper surface of the angle steel connecting corbel member 5. Four vertical square tube members 6 are fixed on the building wall 101 at intervals. Then, the angle steel is cut into small sections of a specified length according to the construction drawings. The angle steel connecting corbel member 5 is bolted to the vertical square tube member 6, and then the transverse keel 2 is welded to the angle steel connecting corbel member 5, so that each arc-shaped metal plug-in 4 is supported by at least one angle steel connecting corbel member 5.

[0036] Refer to the attached Figure 5 , Figure 6 and Figure 7 A longitudinal pin hole 201 is provided on the transverse keel 2, a transverse pin hole 302 is provided on the metal cantilever 3, and a fastening bolt 7 passing through the longitudinal pin hole 201 and the transverse pin hole 302 is inserted on the metal cantilever 3. After the transverse keel 2 is welded to the angle steel connecting corbel 5, three metal cantilever 3 are mounted on it one by one, and the longitudinal pin hole 201 and the transverse pin hole 302 are partially overlapped. Then the fastening bolt 7 is inserted and the metal cantilever 3 is locked with a nut to firmly support the arc-shaped metal plug-in 4. Subsequently, the nut can be slightly loosened, and the fastening bolt 7 can be moved to drive the metal cantilever 3 and the stone reinforced structural plate 1 to move to achieve position adjustment, and then the nut can be tightened again for tightening.

[0037] Refer to the attached Figure 1 , Figure 2 and Figure 4 The two stone reinforced structural panels 1 are filled with transverse seam closing strips 8 facing the arc-shaped metal plug-in 4. The transverse seam closing strips 8 stick to the stone reinforced structural panels 1. The transverse seam closing strips 8 can be made of a caulking agent that is close to the color of the stone or DIY customized to cover the side seams of the two stone reinforced structural panels 1.

[0038] Refer to the attached Figure 1 , Figure 2 and Figure 4A skirting line 10 and a ground decoration layer 9 are arranged downward in sequence below the stone reinforced structural board 1. The skirting line 10 is used to fit the curvature of the stone reinforced structural board 1. The ground decoration layer 9 is used to harden the ground. The skirting line 10 is added on the top to close the ground seam of the stone reinforced structural board 1, and it has sufficient supporting strength to resist earthquakes and distortions.

[0039] Refer to the attached Figure 1 , Figure 2 and Figure 4 A concave flange seat 11 is fixed to the outside of the vertical square member 6, and the outer side of the flange seat 11 is fixedly connected to one end of the angle steel connecting bracket member 5. Both sides of the flange seat 11 extend outward against the wall and are fixed to the building wall 101 with screws, which is used to limit the vertical square member 6 from three sides to improve the stability of the wall keel.

[0040] Embodiment 2: In order to hang a stone wall with a height of more than two meters on the wall, we further improved the curved stone wall structure of Example 1, which brought greater challenges to the supporting structure in the installation of high-height and high-load stone walls.

[0041] like Figure 9-10 As shown, a high-safety curved stone wall structure is basically the same as the first embodiment, with the difference that it includes a load-bearing plate 12 spanning two adjacent grooves, the load-bearing plate 12 and the metal cantilever member 3 are staggered, the load-bearing plate 12 is attached to the outer curved surface of the curved metal plug-in 4, an anchor plate 13 is fixed on the back of the load-bearing plate 12, one end of the anchor plate 13 passes over the plug block 401 to the upper surface of the transverse keel 2 and a traction member is provided at the one end, and the anchor plate 13 is fixedly connected to the angle steel connecting corbel member 5 through the traction member.

[0042] Furthermore, the thickness of the stacked load plate 12 and the arc-shaped metal insert 4 is smaller than the width of the groove, so as to be completely immersed in two adjacent grooves.

[0043] Furthermore, the thickness of the anchor plate 13 is not greater than the thickness of the metal cantilever 3, so that the two stone reinforced structural plates 1 will not be padded up. The length of the anchor plate 13 is greater than the length of the metal cantilever 3, which is sufficient to keep the traction member suspended in the air.

[0044] Through the above structure, its working principle is: before the arc-shaped metal plug-in 4 is inserted into the groove, the anchor plate 13 is passed through two adjacent plug blocks 401 until the load-bearing plate 12 overlaps with the arc-shaped metal plug-in 4 and is inserted into the groove, and then the traction part is fixed to the wall frame, and the anchor plate 13 is tightened to fit the arc-shaped metal plug-in 4. At the same time, the arc-shaped metal plug-in 4 can be supported at the interval of the metal cantilever 3 to improve the supporting performance of the stone wall, especially for supporting the inside of the stone wall with a height of more than two meters. It is not easy to be broken by wind or ground movement under the condition of accumulated load, and the overall safety performance is excellent, and the stone reinforced structural plate 1 will not be damaged to cause stress abnormality.

[0045] Refer to the attached Fig. 9 and Fig.10 , the upper and lower end surfaces of the load-bearing plate 12 are provided with glue grooves 14, and the outer arc surface of the load-bearing plate 12 is also adhered with glue stickers 15. The glue grooves 14 and the glue stickers 15 can both be pre-processed in the factory with silicone structural adhesive, wrapped with anti-sticking film, and then torn off during construction. There is no need to apply glue on site. The glue stickers 15 and the glue grooves 14 are both used to stick to the grooves, connecting the stone reinforced structural plate 1 more tightly to prevent the stone wall gap from being disconnected due to wind. The elastic deformation of the silicone structural adhesive can also be used for buffering, and elastic bonding with the stone reinforced structural plate 1 is carried out to reduce rigid damage.

[0046] Refer to the attached Fig. 9 and Fig.10 The traction member includes a metal ring 16 welded to one end of the anchor plate 13 , and a traction rope 17 is wound around the metal ring 16 .

[0047] Furthermore, the traction rope 17 is made of a steel cable, and both ends are respectively welded to the outside of the angle steel connecting bracket 5 for tightening the load plate 12 and the anchor plate 13.

[0048] Through the above structure, its working principle is: use the traction rope 17 and the metal ring 16 to tighten the load plate 12 and the anchor plate 13 to achieve the compression and fixation of the arc-shaped metal plug-in 4. Only spot welding is required to complete the installation, so that a triangular stable structure is formed between the angle steel connecting the corbel 5 and the traction rope 17, which can enhance the structural strength of the wall frame.

[0049] Embodiment three: In order to conveniently complete the curved stone wall structure in the first and second embodiments, we improve the installation method of the traditional stone wall, which can simplify the installation steps and improve the safety during the construction process.

[0050] like Fig.11 As shown, a highly safe curved stone wall structure construction method comprises the following steps: Step 1: According to the design drawings, accurately measure and locate on the wall to determine the installation position and size of the stone reinforced structural panel 1 and the wall keel; Use an electric tool to firmly fix the vertical square tube member 6 to the building wall 101, and ensure that the vertical square tube member 6 is vertical; Step 2: According to the distance requirement between the stone material and the wall, install the angle steel connecting bracket 5 on the vertical square tube 6 after installation, and ensure that the angle steel connecting bracket 5 is firmly level; On the installed angle steel connecting bracket 5, install the transverse keel 2 in accordance with the minimum gap principle of the stone arc size position, and ensure that the transverse keel 2 is parallel to the stone reinforced structural plate 1; Among them, the standardized transverse keel 2 has been drilled with bolt holes at a spacing of 100mm in the factory, and no drilling is required on site; According to the design node diagram, install the corresponding number of metal picks 3 on the installed transverse keel 2 by tightening bolts 7, and adjust the metal picks 3 to the corresponding position of the completion line. After the stone reinforced structural plate 1 is hung, fine-tune and tighten it to ensure safety. Step 3: Install the arc-shaped metal insert 4 and the stone reinforced structural plate 1 on site, and then insert the arc-shaped metal insert 4 into the strip hole 301 of the installed metal pick 3 and keep it temporarily fixed; At this time, the stone reinforced structural plate 1 with the through grooves processed and customized in the factory is inserted into the arc-shaped metal insert 4, and it is ensured that the stone reinforced structural plate 1 is installed vertically and horizontally; Step 4: After installing the first stone reinforced structural plate 1, the metal pick 3 and the arc-shaped metal insert 4 on the upper part of the stone reinforced structural plate 1 are then installed in the upper end slot of the first stone reinforced structural plate 1; Then, install the second stone reinforced structural panel 1, and install the remaining stone reinforced structural panels 1 in sequence; After the wall is installed, paste the horizontal seam closing strip 8 in the horizontal seam of the stone reinforced structural plate 1, and ensure that the installation depth is consistent to maintain the appearance; Finally, install the stone wall skirting 10 to complete the stone installation on the wall of the apartment.

[0051] The above is only a preferred embodiment of the present invention. It should be noted that, for those skilled in the art, several improvements and modifications can be made without departing from the principles of the present invention, and these improvements and modifications should also be considered as the protection scope of the present invention. The structures, devices and operating methods not specifically described and explained in the present invention shall be implemented according to the conventional means in the art unless otherwise specified and limited.

Claims

1. A highly safe curved stone wall structure, comprising a stone reinforced structural plate (1), characterized in that: Also includes: A transverse keel (2), a wall keel being fixed to the back of the transverse keel (2), a metal pick (3) being arranged on the upper surface of the transverse keel (2), one end of the metal pick (3) being horizontally inserted into the gap between two adjacent stone reinforced structural panels (1) and having a strip-shaped hole (301) formed on the end; The arc-shaped metal plug-in (4) is provided on the upper and lower end surfaces of the stone reinforced structural plate (1) with grooves for housing the arc-shaped metal plug-in (4). The lower end surface of the arc-shaped metal plug-in (4) is provided with an insert block (401). One end of the insert block (401) passes through the strip hole (301) and is inserted into the groove. The insert block (401) and the metal pick (3) tighten two adjacent stone reinforced structural plates (1) along the groove, and the metal pick (3) fits the arc surface of the groove to relieve the internal stress of the stone reinforced structural plate (1).

2. A highly secure curved stone wall structure according to claim 1, characterized in that: The wall keel comprises a vertical square tube piece (6) and an angle steel connecting bracket piece (5) fixed to one side of the vertical square tube piece (6), and the metal cantilever piece (3) is installed on the upper surface of the angle steel connecting bracket piece (5).

3. A highly secure curved stone wall structure according to claim 1, characterized in that: The transverse keel (2) is provided with a longitudinal pin hole (201), the metal pick (3) is provided with a transverse pin hole (302), and the metal pick (3) is provided with a fastening bolt (7) passing through the longitudinal pin hole (201) and the transverse pin hole (302).

4. A highly secure curved stone wall structure according to claim 1, characterized in that: A transverse seam closing strip (8) facing the arc-shaped metal insert (4) is filled between the two stone-reinforced structural plates (1), and the transverse seam closing strip (8) adheres to the stone-reinforced structural plates (1).

5. The high-safety curved stone wall structure according to claim 1, characterized in that: A skirting (10) and a floor decoration layer (9) are sequentially arranged downwardly below the stone reinforced structural plate (1), and the skirting (10) has a curvature for fitting the stone reinforced structural plate (1).

6. A highly safe curved stone wall structure according to claim 2, characterized in that: A concave flange seat (11) is fixed to the outside of the vertical square tube member (6), and the outer side of the flange seat (11) is fixedly connected to one end of the angle steel connecting bracket member (5).

7. A highly secure curved stone wall structure according to claim 2, characterized in that: It also includes a load-bearing plate (12) spanning two adjacent grooves, the load-bearing plate (12) and the metal pick (3) being arranged in an alternating manner, the load-bearing plate (12) being attached to the outer arc surface of the arc-shaped metal plug-in (4), an anchor plate (13) being fixed to the back of the load-bearing plate (12), one end of the anchor plate (13) passing over the plug block (401) to the upper surface of the transverse keel (2) and a traction member being arranged at the one end, the anchor plate (13) being fixedly connected to the angle steel connecting bracket member (5) via the traction member.

8. A highly secure curved stone wall structure according to claim 7, characterized in that: The upper and lower end surfaces of the load-bearing plate (12) are both provided with adhesive grooves (14), and an adhesive sticker (15) is also adhered to the outer arc surface of the load-bearing plate (12). The adhesive sticker (15) and the adhesive groove (14) are both used to adhere to the groove.

9. A highly safe curved stone wall structure according to claim 7, characterized in that: The traction member comprises a metal ring (16) welded to one end of the anchor plate (13), and a traction rope (17) is wound around the metal ring (16); The traction rope (17) is made of a steel cable, and its two ends are respectively welded to the outside of the angle steel connecting bracket (5) for tightening the load plate (12) and the anchor plate (13).

10. A high-safety curved stone wall structure construction method, applied to the high-safety curved stone wall structure according to any one of claims 1 to 9, characterized in that: The following steps are involved: Step 1: Measure and locate on the wall, determine the installation position and size, and use electric tools to firmly fix the wall keel; Step 2: Install the horizontal keel (2) on the wall keel and install the metal bracket (3); Step 3: Try to match and install the arc-shaped metal plug-in (4) and the stone reinforced structural plate (1), insert the arc-shaped metal plug-in (4) into the strip hole (301) of the installed metal pick (3), and then connect the stone reinforced structural plate (1) to the arc-shaped metal plug-in (4); Step 4: After installing the first stone reinforced structural panel (1), the metal bracket (3) and the arc-shaped metal insert (4) on the upper part of the stone reinforced structural panel (1) are then installed on the upper end of the first stone reinforced structural panel (1), and the second stone reinforced structural panel (1) is installed, and the remaining stone reinforced structural panels (1) are installed in sequence.

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