Anti-seismic stone material curtain wall structure assembly
Through its modular connection and elastic buffer pad limiting structure, the stone curtain wall can effectively absorb energy during an earthquake, improve its seismic performance, and simplify the maintenance process and reduce maintenance costs.
Patent Information
- Application Number
- CN202310388084.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-04-12
- Publication Date
- 2025-11-25
- Estimated Expiration
- 2043-04-12
AI Technical Summary
Existing stone curtain walls have poor seismic resistance under earthquake loads, and stone assemblies are prone to deformation and damage, resulting in high maintenance difficulty and cost.
It adopts a split-type fixed bracket and stone panel wall connection. The stone panel wall absorbs seismic energy through movement, and the seismic performance is enhanced by elastic buffer pads and limiting connection structure, which facilitates the replacement of damaged parts.
It improves the seismic performance of stone curtain walls and reduces maintenance difficulty and cost.
Smart Images

Figure CN116356994B_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of stone curtain wall, in particular to an anti-seismic stone curtain wall structure assembly. BACKGROUND
[0002] The stone curtain wall is a curtain wall using natural stone as the inlaid panel material. Since the stone is a natural material, its surface is smooth and beautiful, so that the stone curtain wall has a elegant and unique sense. In addition, the stone surface is hard and not easy to produce scratches and stains. Moreover, the stone curtain wall can resist freeze-thaw, and has higher compressive strength compared with other decoration building materials.
[0003] In the prior art, a short-slot type dry hanging stone curtain wall is disclosed in Chinese Utility Model Patent No. CN209011394U. The load of a single stone is effectively borne by the combined upper half of the stone combination hanging piece, and the construction quality is ensured. When the stone is installed, the stone is connected with the combination hanging piece through resin glue, so that the stone does not have the tendency to move left and right.
[0004] However, in the above-mentioned stone curtain wall, the stone combination hanging piece is of an integral structure. After the installation of the stone curtain wall is completed, the upper stone of the partition joint is fixedly connected with the lower stone of the partition joint through the stone combination hanging piece. The relative positions of the upper stone and the lower stone are fixed. Under the action of an earthquake, the upper stone and the lower stone move synchronously, and it is not easy to absorb the energy generated by vibration, which leads to the decrease of the anti-seismic performance of the stone curtain wall, and the stone combination hanging piece is easily deformed and damaged. After deformation and damage, the upper stone, the lower stone and the stone combination hanging piece need to be replaced as a whole, which increases the maintenance difficulty and cost.
[0005] Therefore, it is necessary to improve the stone curtain wall in the prior art. SUMMARY
[0006] The present application aims to overcome the defects in the prior art, and provide an anti-seismic stone curtain wall structure assembly which can enhance the anti-seismic performance and reduce the maintenance difficulty and cost.
[0007] To achieve the above technical effects, the technical scheme of the present application is as follows: an anti-seismic stone curtain wall structure assembly, comprising:
[0008] a wall body, which is arranged along the vertical direction and has a decorative outer surface adjacent to the outside;
[0009] a fixing assembly, which comprises a vertical fixing piece fixedly connected with the decorative outer surface and extending along the vertical direction, a horizontal fixing piece extending along the horizontal direction and fixedly connected with the vertical fixing piece, and a fixed hanging piece fixed to the horizontal fixing piece, the length direction of the horizontal fixing piece is parallel to the decorative outer surface, and the fixed hanging piece is provided with a hanging part distributed along the vertical direction and upward;
[0010] The wallboard assembly comprises stone wallboards distributed along the vertical direction and corresponding to the hanging parts one by one, the stone wallboards are vertically arranged and fixedly connected with hanging pieces, the hanging pieces have downward hanging openings, and inner walls of the hanging openings are in clearance fit with the hanging parts.
[0011] Preferably, in order to improve the installation efficiency, the hanging parts comprise upper hanging parts and lower hanging parts arranged below the upper hanging parts, the stone wallboards comprise upper wallboards and lower wallboards arranged below the upper wallboards, and the hanging pieces comprise upper hanging pieces arranged between the bottom of the upper wallboard and the upper hanging part and lower hanging pieces arranged between the top of the lower wallboard and the lower hanging part.
[0012] Preferably, in order to ensure the installation accuracy and strengthen the anti-seismic performance, elastic buffer pads are filled between the inner walls of the hanging openings and the hanging parts.
[0013] Preferably, in order to avoid the upper wallboard and the lower wallboard from being separated from the fixed hanging pieces, the upper wallboard and / or the lower wallboard are limitingly connected with the fixed hanging pieces.
[0014] Preferably, in order to realize the limitingly connecting of the lower wallboard with the fixed hanging pieces, the lower wallboard and the fixed hanging pieces are limitingly connected through elastic pieces.
[0015] Preferably, in order to further limit the limitingly connecting between the lower wallboard and the fixed hanging pieces, the lower hanging pieces and the upper hanging parts are connected through an outer tube and an inner tube, one end of the inner tube is arranged on the inner side of the outer tube and is in clearance fit with the inner wall of the outer tube.
[0016] Preferably, in order to protect the elastic pieces and strengthen the anti-seismic performance, elastic sealing rings are arranged between the outer tube and the inner tube, the sealing rings are clamped between the circumferential inner wall of the outer tube and the circumferential outer edge of the inner tube, the outer tube, the inner tube and the sealing rings form a sealed cavity, and the elastic pieces are arranged in the sealed cavity.
[0017] Preferably, in order to realize the limitingly connecting of the upper wallboard with the fixed hanging pieces, the upper wallboard is limitingly connected with the fixed hanging pieces through a limitingly threaded bolt and a limitingly threaded nut in threaded fit.
[0018] Preferably, in order to facilitate the limitingly connecting of the upper wallboard with the fixed hanging pieces through the limitingly threaded bolt and the limitingly threaded nut, the fixed hanging pieces are connected with fasteners, and the rod part of the limitingly threaded bolt is arranged between the fasteners and the upper hanging pieces.
[0019] Preferably, in order to facilitate the movement of the limitingly threaded bolt, a first strip-shaped through hole is arranged on the upper hanging piece, a second strip-shaped through hole is arranged on the fastener, and the length direction of the first strip-shaped through hole is perpendicular to the length direction of the second strip-shaped through hole.
[0020] In summary, compared with the prior art, the anti-seismic stone material curtain wall structure assembly of the present application adopts the split connection of the fixed hanging piece and the stone material plate wall, facilitates the relative movement of the two, absorbs the energy of the earthquake through the movement of the stone material plate wall when the earthquake occurs, enhances the anti-seismic performance, and facilitates the replacement of the damaged parts, reduces the maintenance difficulty and cost. BRIEF DESCRIPTION OF DRAWINGS
[0021] Figure 1 is a structural schematic view of the first embodiment of the present application;
[0022] Figure 2 is a structural schematic view of another perspective of the first embodiment of the present application;
[0023] Figure 3 is an exploded schematic view of Figure 2
[0024] Figure 4 is a partial structural schematic view of Figure 2
[0025] Figure 5 is an exploded schematic view of Figure 4
[0026] Figure 6 is a side view of the second embodiment of the present application;
[0027] Figure 7 is an enlarged view of A of Figure 6
[0028] Figure 8 is a structural schematic view of the third embodiment of the present application;
[0029] Figure 9 is a partial structural schematic view of Figure 8
[0030] Figure 10 is a side view of Figure 9
[0031] Figure 11 is a partial structural schematic view of Figure 10
[0032] Figure 12 is an exploded schematic view of Figure 11
[0033] Figure 13 is a structural schematic view of the fourth embodiment of the present application;
[0034] Figure 14 is a partial structural schematic view of Figure 13
[0035] Figure 15 is Figure 14 a top view of the
[0036] Figure 16 is Figure 15 an A-A sectional view of the
[0037] Figure 17 is Figure 14 an exploded schematic view of the
[0038] Figure 18 is Figure 14 an exploded schematic view of the
[0039] In the drawings: 100, wall body; 101, steel plate; 102, expansion bolt; 103, expansion nut; 200, vertical fixing part; 201, vertical angle steel; 202, connecting bolt; 203, connecting nut; 300, horizontal fixing part; 301, horizontal angle steel; 302, fixing bolt; 303, fixing nut; 400, fixed hanging part; 401, hanging part; 4011, upper hanging part; 4012, lower hanging part; 500, stone wall plate; 600, hanging part; 601, upper hanging part; 6011, first strip-shaped through hole; 602, lower hanging part; 700, buffer pad; 800, elastic part; 900, outer tube; 110, inner tube; 120, sealing ring; 130, limiting bolt; 140, limiting nut; 150, fastening part; 151, second strip-shaped through hole; 152, limiting hole; 160, upper wall plate; 170, lower wall plate; 180, locking bolt; 190, locking nut; 210, horizontal spring; 220, mounting seat; 221, limiting ring; 230, rotating joint; 231, first limiting plate; 240, sealing joint; 241, second limiting plate; 250, corrugated hose; 251, limiting cover; 252, steel pipe. DETAILED DESCRIPTION
[0040] The specific embodiments of the present application will be further described below in conjunction with the drawings and examples. The following examples are only used to more clearly illustrate the technical solutions of the present application, and cannot be used to limit the protection scope of the present application.
[0041] First embodiment
[0042] As Figures 1-5 shown, the anti-seismic stone curtain wall structure assembly of the first embodiment of the present application comprises:
[0043] The wall body 100 is arranged along the vertical direction, and one side adjacent to the outside is a decorative outer surface;
[0044] The fixing assembly comprises a vertical fixing part 200 fixedly connected with the decorative outer surface and extending in the vertical direction, a horizontal fixing part 300 extending in the horizontal direction and fixedly connected with the vertical fixing part 200, and a fixing hanging part 400 fixed to the horizontal fixing part 300, the length direction of the horizontal fixing part 300 is parallel to the decorative outer surface, and the fixing hanging part 400 is provided with a hanging part 401 distributed in the vertical direction and upward.
[0045] The wallboard assembly comprises stone wallboards 500 distributed in the vertical direction and corresponding to the hanging parts 401 in one-to-one manner, the stone wallboards 500 are vertically arranged and fixedly connected with hanging parts 600, and the hanging parts 600 have downward hanging openings, and the inner walls of the hanging openings are in clearance fit with the hanging parts 401.
[0046] In the anti-seismic stone curtain wall structure assembly of the embodiment, the wall body 100 is fixed in position, the stone wallboards 500 in the wallboard assembly are connected with the wall body 100 through the fixing assembly, in the fixing assembly, the fixing hanging part 400 is fixedly connected with the wall body 100, the fixing hanging part 400 has the upward extending hanging part 401, in the installation, the stone wallboard 500 is fixedly connected with the hanging part 600, the hanging part 600 has the downward hanging opening, the hanging part 600 is hung on the hanging part 401, the inner wall of the hanging opening is in clearance fit with the hanging part 401, and the installation operation of the stone wallboard 500 is completed. Since the inner wall of the hanging opening is in clearance fit with the hanging part 401, the hanging part 600 can slightly move on the hanging part 401, therefore, in the earthquake, the stone wallboard 500 can slightly move relative to the fixing hanging part 400 to eliminate the vibration energy, thereby enhancing the anti-seismic performance of the stone curtain wall. In addition, the stone wallboard 500 and the fixing hanging part 400 adopt the split type connection mode, the damaged part can be conveniently disassembled, replaced and installed, and the maintenance difficulty and cost are reduced.
[0047] As shown in Figure 3 The decorative outer surface of the wall body 100 is attached with a steel plate 101, the steel plate 101 is rectangular, expansion bolts 102 are arranged at four corners, the expansion bolts 102 are fixedly connected with the wall body 100, expansion nuts 103 are threadedly connected with the expansion bolts 102, and the steel plate 101 is locked and fixed on the decorative outer surface of the wall body 100 through the expansion nuts 103. The vertical fixing part 200 is a square tube extending in the vertical direction, and the square tube is located on the side of the steel plate 101 away from the wall body 100.
[0048] As shown in Figure 4 and Figure 5As shown, the two sides of the square tube are provided with vertical angle steels 201, one of the two side arms of the vertical angle steel 201 is welded and fixed on the steel plate 101, and the other side arm is attached to the two sides of the vertical fixing member 200 which are opposite to the circumferential outer edge, the vertical fixing member 200 and the two vertical angle steels 201 are penetrated by connecting bolts 202, the connecting bolts 202 are threadedly matched with connecting nuts 203, and the vertical fixing member 200 is clamped between the two vertical angle steels 201 through the cooperation of the head of the connecting bolt 202 and the connecting nut 203, so as to achieve the fixed connection of the vertical fixing member 200 and the steel plate 101.
[0049] The two sides of the square tube are provided with horizontal fixing members 300, as shown in Figure 4 and Figure 5 As shown, the horizontal fixing member 300 is a horizontal angle steel extending in the horizontal direction, the two side walls of the horizontal angle steel extend in the horizontal direction, one of the two side walls of the horizontal angle steel is a vertical plate, and the other is a horizontal plate, the horizontal plate is fixed with a horizontal angle steel 301 below, one of the two side walls of the horizontal angle steel 301 is welded and fixed on the outer surface of the square tube, and the other is fixed and connected with the horizontal plate of the horizontal angle steel through the threaded fixing bolt 302 and the fixing nut 303.
[0050] The horizontal plate of the horizontal fixing member 300 is provided with a fixed hanging piece 400, and the horizontal plate and the fixed hanging piece 400 are penetrated by the threadedly matched locking bolt 180 and the locking nut 190, so as to fix the fixed hanging piece 400 on the horizontal plate of the horizontal fixing member 300. The fixed hanging piece 400 is also provided with an upwardly extending hanging part 401, which is in the form of a vertical plate, and the stone wall plate 500 is fixedly connected with a hanging piece 600, which has a U-shaped hanging opening, which is gap-fitted with the hanging part 401, so as to facilitate the hanging of the stone wall plate 500 on the fixed hanging piece 400, and can be slightly moved, so as to eliminate the energy generated by vibration when an earthquake occurs, thereby achieving the anti-seismic performance of the stone curtain wall. In addition, by hanging the hanging piece 600 on the hanging part 401, on the basis of realizing the split connection of the stone wall plate 500 and the fixed hanging piece 400, the stone wall plate 500 and the fixed hanging piece 400 are convenient to assemble and disassemble, thereby reducing the difficulty of replacing the stone wall plate 500 and the maintenance cost.
[0051] Further improvement is that the hanging part 401 includes an upper hanging part 4011 and a lower hanging part 4012 arranged below the upper hanging part 4011, the stone wall plate 500 includes an upper wall plate 160 and a lower wall plate 170 arranged below the upper wall plate 160, and the hanging piece 600 includes an upper hanging piece 601 arranged between the bottom of the upper wall plate 160 and the upper hanging part 4011, and a lower hanging piece 602 arranged between the top of the lower wall plate 170 and the lower hanging part 4012.
[0052] In order to ensure the appearance of the stone curtain wall, the bottom of the upper wall plate 160 is gap-fitted with the top of the lower wall plate 170, and the stone wall plates 500 connected by the lateral fixing members 300 on both sides of the vertical fixing member 200 are gap-fitted.
[0053] Specifically, the fixed hanging member 400 has two hanging portions 401 arranged on the side of the lateral fixing member 300 away from the wall body 100, and the two hanging portions 401 are an upper hanging portion 4011 and a lower hanging portion 4012 distributed in the vertical direction. The stone wall plate 500 includes the upper wall plate 160 and the lower wall plate 170, the hanging member 600 includes an upper hanging member 601 fixedly connected with the upper wall plate 160 and a lower hanging member 602 fixedly connected with the lower wall plate 170, the upper hanging member 601 is hung on the upper hanging portion 4011, and the lower hanging member 602 is hung on the lower hanging portion 4012, so as to realize the installation of the upper wall plate 160 and the lower wall plate 170. After the above-mentioned mode is adopted, the fixed hanging member 400 is fixed on the lateral fixing member 300 through the locking bolt 180 and the locking nut 190, so as to fix the positions of the upper hanging portion 4011 and the lower hanging portion 4012, and the upper wall plate 160 and the lower wall plate 170 are conveniently hung on the fixed hanging member 400.
[0054] The cross section of the upper hanging member 601 is S-shaped, and the cross section of the lower hanging member 602 is E-shaped. Before the upper wall plate 160 and the upper hanging member 601 are fixedly connected and the lower wall plate 170 and the lower hanging member 602 are fixedly connected, an upper insertion slot is previously formed in the bottom of the upper wall plate 160, and a lower insertion slot is previously formed in the top of the lower wall plate 170. After glue is injected into the upper insertion slot and the lower insertion slot, one end of the upper hanging member 601 away from the hanging opening thereof is inserted into the upper insertion slot, and one end of the lower hanging member 602 away from the hanging opening thereof is inserted into the lower insertion slot. After the glue is solidified, the fixed connection of the upper hanging member 601 with the upper wall plate 160 and the fixed connection of the lower hanging member 602 with the lower wall plate 170 are realized. Then, the upper hanging member 601 and the lower hanging member 602 are hung on the upper hanging portion 4011 and the lower hanging portion 4012 respectively, so that the installation operation of the upper wall plate 160 and the lower wall plate 170 is completed.
[0055] Second embodiment
[0056] As shown in Figure 6 and Figure 7 The anti-seismic stone curtain wall structure assembly of the second embodiment of the present application is based on the first embodiment, and the difference lies in that the inner wall of the hanging opening and the hanging portion 401 are filled with an elastic buffer pad 700.
[0057] Specifically, in this embodiment, the buffer pad 700 is a rubber pad; of course, other elastic pads such as silicone pads can also be used. The buffer pad 700 is glued and fixed to the suspension part 401. The buffer pad 700 fills the gap between the inner wall of the suspension opening and the suspension part 401, thus facilitating the precise positioning and installation of the stone wall panel 500, ensuring that the upper wall panel 160 and the lower wall panel 170 are located on the same vertical plane, improving installation quality. Furthermore, after an earthquake, the stone wall panel 500, the suspension member 600, and the fixed hanger 400 move relative to each other, causing the buffer pad 700 to deform. The buffer pad 700 reduces the relative movement amplitude between the stone wall panel 500, the suspension member 600, and the fixed hanger 400 and lowers the vibration frequency. Simultaneously, the buffer pad 700 absorbs some of the energy generated by the vibration, thereby further enhancing the seismic performance of the stone curtain wall structure.
[0058] Third Embodiment
[0059] like Figures 8-12 As shown, the earthquake-resistant stone curtain wall structure assembly of the third embodiment of the present invention is based on the second embodiment, except that the upper wall panel 160 and the lower wall panel 170 are limited and connected to the fixing bracket 400.
[0060] By limiting the connection between the upper wall panel 160, the lower wall panel 170 and the fixed bracket 400, the range of motion of the upper wall panel 160 and the lower wall panel 170 relative to the fixed bracket 400 is restricted, thus preventing the upper wall panel 160 and the lower wall panel 170 from detaching from the fixed bracket 400.
[0061] Specifically, the lower wall panel 170 and the fixed hanger 400 are connected by an elastic element 800 for limiting. The elastic element 800 is a vertical spring. Thus, after the lower wall panel 170 and the fixed hanger 400 move relative to each other, the elastic element 800 expands and contracts, generating deformation, thereby absorbing the energy generated by vibration. Furthermore, the vertical spring limits the relative range of movement between the lower wall panel 170 and the fixed hanger 400, preventing the lower hanger 602 from detaching from the lower hanging part 4012.
[0062] A further improvement is that the lower hanging part 602 and the upper hanging part 4011 are connected by an outer tube 900 and an inner tube 110. One end of the inner tube 110 is located inside the outer tube 900 and is clearance-fitted with the inner wall of the outer tube 900. Specifically, the outer tube 900 is fixed below the upper hanging part 4011, and the inner tube 110 is fixed above the lower hanging part 602. The inner diameter of the outer tube 900 is larger than the outer diameter of the inner tube 110, and the top of the inner tube 110 is located inside the outer tube 900. Through the limiting fit between the outer tube 900 and the inner tube 110, the torsional amplitude of the vertical spring is prevented from being too large, thus protecting the elastic element 800.
[0063] Further improvement is that the elastic sealing ring 120 is arranged between the outer tube 900 and the inner tube 110, the sealing ring 120 is clamped between the circumferential inner wall of the outer tube 900 and the circumferential outer edge of the inner tube 110, the outer tube 900, the inner tube 110 and the sealing ring 120 form a sealed cavity, and the elastic member 800 is arranged in the sealed cavity.
[0064] The sealing ring 120 is a rubber ring, and of course, a silica gel ring or other elastic ring structure can also be preferably used. The sealing ring 120 fills the gap between the outer tube 900 and the inner tube 110, so that the outer tube 900, the inner tube 110 and the sealing ring 120 form a sealed cavity isolated from the outside. The elastic member 800 is arranged in the sealed cavity, avoiding the use of a vertical spring as the elastic member 800, which is affected by outdoor environmental factors. The elastic member 800 is prevented from being exposed to the sun and rain, ensuring the service life and stability of the elastic member 800. In addition, the sealing ring 120 as an elastic body can also absorb part of the vibration energy during the relative movement between the outer tube 900 and the inner tube 110 during an earthquake, thereby further enhancing the anti-seismic performance of the stone curtain wall.
[0065] In order to ensure the stable connection of the lower hanging part 602 and the upper hanging part 4011, in the embodiment, three elastic members 800 are arranged and spaced apart along the length direction of the transverse fixing part 300. By increasing the number of elastic members 800, the limiting connection between the fixed hanging part 400 and the lower wall plate 170 is further strengthened, preventing the lower wall plate 170 from being separated from the fixed hanging part 400.
[0066] Further improvement is that the upper wall plate 160 is limitedly connected with the fixed hanging part 400 through the limiting bolt 130 and the limiting nut 140 in threaded cooperation. In the natural state, the limiting bolt 130 extends in the vertical direction, and the relative movement amplitude between the upper wall plate 160 and the fixed hanging part 400 is limited through the head of the limiting bolt 130 and the limiting nut 140, thereby avoiding the upper wall plate 160 from falling off the fixed hanging part 400 due to excessive vibration amplitude.
[0067] Further improvement is that the fixed hanging part 400 is connected with the fastener 150, the rod of the limiting bolt 130 is arranged between the fastener 150 and the upper hanging part 601, the first strip-shaped through hole 6011 is arranged on the upper hanging part 601, the second strip-shaped through hole 151 is arranged on the fastener 150, and the length direction of the first strip-shaped through hole 6011 is perpendicular to the length direction of the second strip-shaped through hole 151.
[0068] Specifically, the fastener 150 is a Z-shaped folded plate. The head of the locking bolt 180 and the locking nut 190 cooperate with each other to clamp the fastener 150 and the horizontal fixing member 300, thereby achieving a fixed connection between the fastener 150 and the horizontal fixing member 300. The fastener 150 is provided with a second strip-shaped through hole 151 extending along the distribution direction of the wall 100 and the vertical fixing member 200. The upper hanging member 601 is provided with a horizontal extension arm on the side adjacent to the wall 100. The extension arm is provided with a first strip-shaped through hole 6011 extending parallel to the length direction of the horizontal fixing member 300. The projections of the first strip-shaped through hole 6011 and the second strip-shaped through hole 151 on the horizontal plane intersect perpendicularly to form a cross shape. The shank of the limiting bolt 130 passes through the inner side of the first strip-shaped through hole 6011 and the second strip-shaped through hole 151. The limiting bolt 130 is threadedly engaged with a limiting nut 140.
[0069] With the above structure, the rod of the limiting bolt 130 can move inside the first strip-shaped through hole 6011 and the second strip-shaped through hole 151. The range of movement in the vertical direction is limited by the head of the limiting bolt 130 and the limiting nut 140, so as to avoid the upper wall panel 160 moving too much during an earthquake, which would cause the upper wall panel 160 to detach from the fixed bracket 400. In this way, a stable connection between the upper wall panel 160 and the fixed bracket 400 is achieved.
[0070] To reinforce the secure connection between the fastener 150 and the transverse fastener 300, the connection surfaces of the fastener 150 and the transverse fastener 300 are serrated. After being fixedly connected by the locking bolt 180 and the locking nut 190, the fastener 150 and the transverse fastener 300 are prevented from shifting relative to each other in the horizontal direction.
[0071] Fourth embodiment
[0072] like Figures 13-16 As shown, the earthquake-resistant stone curtain wall structure assembly of the fourth embodiment of the present invention is based on the third embodiment, except that fasteners 150 are fixedly connected to both the upper and lower sides of the horizontal fastener 300. The fasteners 150 are L-shaped and include a horizontal wall that fits against the horizontal plate and a vertical wall that is integrally connected to the horizontal wall. The horizontal walls of the two fasteners 150 are fixedly connected by locking bolts 180 and locking nuts 190, so that the horizontal plate of the horizontal fastener 300 and the fixed hanger 400 are clamped and fixed between the two fasteners 150. The vertical walls of the two fasteners 150 are respectively limited and connected to the upper hanger 601 and the lower hanger 602 by two horizontal limiting components.
[0073] The lateral limiting assembly includes a horizontally arranged lateral spring 210. The two ends of the upper lateral spring 210 are connected to the vertical wall of the upper fastener 150 and the upper hanging piece 601, respectively, and the two ends of the lower lateral spring 210 are connected to the vertical wall of the lower fastener 150 and the lower hanging piece 602, respectively.
[0074] After the above structure, the two transverse springs 210 are respectively used to connect the upper hanging piece 601 and the upper fastener 150, and connect the lower hanging piece 602 and the lower fastener 150. Since the upper hanging piece 601 and the lower hanging piece 602 are respectively connected with the upper wall plate 160 and the lower wall plate 170, and the fastener 150 is fixedly connected with the fixed hanging piece 400 through the locking bolt 180 and the locking nut 190, when the upper wall plate 160 and the lower wall plate 170 shake due to an earthquake, and the two plates displace in the horizontal direction, the transverse spring 210 generates elastic force through its own deformation, and the elastic force is used to react on the upper wall plate 160 or the lower wall plate 170, so as to slow down the vibration amplitude and the vibration frequency of the stone wall plate 500 in the horizontal direction. In combination with the vertical spring 800, the vibration amplitude and the vibration frequency of the stone wall plate 500 in the vertical direction are slowed down, so as to further improve the anti-seismic performance.
[0075] In order to avoid that the transverse spring 210 is exposed to the outside and is shortened in service life due to sun exposure and rain, the transverse spring 210 is further sleeved with the corrugated hose 250. The two ends of the corrugated hose 250 are respectively connected with the hanging piece 600 and the fastener 500. That is, the upper corrugated hose 250 is connected with the upper hanging piece 601 and the upper fastener 500, and the lower corrugated hose 250 is connected with the lower hanging piece 602 and the lower fastener 500. The transverse spring 210 is protected by the corrugated hose 250, and the aging speed is slowed down, so as to ensure the stable elastic function of the transverse spring 210. In addition, the corrugated hose 250 is a flexible piece, and can be deformed according to the specific shaking of the wall plate 500, so as to adjust the length direction, and make the corrugated hose 250 achieve good protection effect on the transverse spring 210.
[0076] In order to facilitate the installation of the corrugated hose 250 and the transverse spring 210 between the fastener 150 and the hanging piece 600, a cylindrical 220 is fixedly welded on the side of the fastener 150 adjacent to the transverse fixed piece 300. A limiting ring 221 with an inner diameter smaller than the inner diameter of the mounting seat 220 is coaxially fixed on the end of the mounting seat 220 opposite to the hanging piece 600. The inner side of the limiting ring 221 penetrates the joint 230. The end of the joint 230 adjacent to the hanging piece 600 is fixedly provided with a first limiting plate 231 with an outer diameter between the inner diameter of the mounting seat 220 and the inner diameter of the limiting ring 221. The thickness of the first limiting plate 231 is smaller than the horizontal distance between the limiting ring 221 and the hanging piece 600. The other end of the joint 230 is provided with an outer thread on the circumferential outer edge.
[0077] And the two ends of the corrugated hose 250 are coaxially fixedly connected with the steel pipes 252 consistent with the inner diameter thereof, wherein the end of the steel pipe 252 adjacent to the hanger 600 is coaxially fixedly provided with a connecting ring, and sealingly connected with a sealing joint 240, the sealing joint 240 is provided with a blind hole facing the hanger 600, the circumferential inner wall of the blind hole is provided with an internal thread matched with an external thread, the end of the sealing joint 240 away from the hanger 600 is coaxially fixedly provided with a second limiting plate 241, the outer diameter of the second limiting plate 241 is greater than that of the sealing joint 240, the inner diameter of the connecting ring is smaller than the outer diameter of the second limiting plate 241 which is greater than the outer diameter of the sealing joint 240, and the end of the steel pipe 252 away from the hanger 600 is fixedly provided with a limiting cap 251, the outer diameter of the limiting cap 251 is greater than that of the steel pipe 252, and the two ends of the transverse spring 210 are fixedly connected with the sealing joint 240 and the limiting cap 251 respectively, the vertical wall of the fastener 150 is provided with a limiting hole 152, the limiting hole 152 is a through hole, the inner diameter of the limiting hole 152 is between the outer diameter of the steel pipe 252 and the outer diameter of the limiting cap 251, and the transverse spring 210 is in a stretched state.
[0078] When assembling, the rotary joint 230 is passed through the mounting seat 220 so that the first limiting plate 230 is located on the inner side of the mounting seat 220, and the end of the mounting seat 220 away from the limiting ring 221 is welded and fixed to the hanger 600; the two ends of the corrugated hose 250 are coaxially fixedly connected with the steel pipes 252, the two ends of the transverse spring 210 are welded and fixed with the sealing joint 240 and the limiting cap 251 respectively, then the sealing joint 240 is passed through the connecting ring, and then the limiting cap 251 is sealingly welded and fixed with the steel pipe 252 away from the connecting ring; then, the fixed hanger 400 and the horizontal wall of the two fasteners 150 are fixed to the horizontal plate of the transverse fixing member 300 through the locking bolt 180 and the locking nut 190; then, the corrugated hose 250 and the sealing joint 240 are passed through the limiting hole 150 from the side of the vertical wall of the fastener 150 away from the horizontal wall, so that the limiting cap 251 abuts against the vertical wall, the rotary joint 230 and the sealing joint 240 are rotationally connected, the corrugated hose 250 and the transverse spring 210 are connected between the hanger 600 and the fastener 150, and after the assembly is completed, the transverse spring 210 is in a stretched state, so that the limiting cap 251 abuts against the vertical wall, the first limiting plate 231 abuts against the limiting ring 221, and the second limiting plate 241 abuts against the connecting ring, thereby ensuring the sealing of the inside of the corrugated hose 250, preventing the transverse spring 210 from being corroded by moisture, shortening the service life, and enabling the transverse spring 210 to realize the long-term stable limiting connection function of the hanger 600 and the wallboard 500 in the horizontal direction.
[0079] The above only describes the preferred embodiments of the present application, and it should be noted that those skilled in the art can make several improvements and refinements without departing from the technical principles of the present application, and these improvements and refinements should also be considered within the protection scope of the present application.
Claims
1. A seismic-resistant stone curtain wall structural assembly, characterized in that, include: The wall (100) is arranged in a vertical direction, and the side adjacent to the outside is a decorative exterior surface; The fixing assembly includes a vertical fixing member (200) fixedly connected to the decorative outer surface and extending in the vertical direction, a horizontal fixing member (300) extending in the horizontal direction and fixedly connected to the vertical fixing member (200), and a fixing hanger (400) fixed to the horizontal fixing member (300). The length direction of the horizontal fixing member (300) is parallel to the decorative outer surface, and the fixing hanger (400) is provided with a hanging part (401) distributed in the vertical direction and pointing upward. A wall panel assembly, the wall panel assembly including stone wall panels (500) distributed along the vertical direction and corresponding one-to-one with the hanging part (401), the stone wall panels (500) are vertically arranged and fixedly connected with a hanging member (600), the hanging member (600) has a downward hanging opening, and the inner wall of the hanging opening is clearance-fitted with the hanging part (401). The suspension part (401) includes an upper hanging part (4011) and a lower hanging part (4012) disposed below the upper hanging part (4011). The stone wall panel (500) includes an upper wall panel (160) and a lower wall panel (170) disposed below the upper wall panel (160). The suspension member (600) includes an upper hanging member (601) disposed between the bottom of the upper wall panel (160) and the upper hanging part (4011) and a lower hanging member (602) disposed between the top of the lower wall panel (170) and the lower hanging part (4012). An elastic cushioning pad (700) is filled between the inner wall of the suspension port and the suspension part (401). The upper wall panel (160) and / or the lower wall panel (170) are limitedly connected to the fixing bracket (400); The lower wall panel (170) and the fixed bracket (400) are connected by a limiting member (800); The lower hanging part (602) and the upper hanging part (4011) are connected by an outer tube (900) and an inner tube (110). One end of the inner tube (110) is located inside the outer tube (900) and is in clearance fit with the inner wall of the outer tube (900). The elastic element (800) is a vertical spring.
2. The earthquake-resistant stone curtain wall structure assembly according to claim 1, characterized in that: An elastic sealing ring (120) is provided between the outer tube (900) and the inner tube (110). The sealing ring (120) is sandwiched between the circumferential inner wall of the outer tube (900) and the circumferential outer edge of the inner tube (110). The outer tube (900), the inner tube (110) and the sealing ring (120) enclose a sealing cavity. The elastic element (800) is disposed in the sealing cavity.
3. The earthquake-resistant stone curtain wall structure assembly according to claim 1, characterized in that: The upper wall panel (160) is connected to the fixed bracket (400) by a threaded limiting bolt (130) and a limiting nut (140).
4. The earthquake-resistant stone curtain wall structure assembly according to claim 3, characterized in that: The fixed bracket (400) is connected to a fastener (150), and the shank of the limiting bolt (130) passes between the fastener (150) and the upper bracket (601).
5. The earthquake-resistant stone curtain wall structure assembly according to claim 4, characterized in that: The upper hanger (601) is provided with a first strip-shaped through hole (6011), and the fastener (150) is provided with a second strip-shaped through hole (151). The length direction of the first strip-shaped through hole (6011) is perpendicular to the length direction of the second strip-shaped through hole (151).
Citation Information
Patent Citations
Short groove type dry hanging stone curtain wall
CN209011394U
Open-type stone curtain wall structure
CN109235724A