Novel multi-ribbed shock-absorbing composite wall panel for frame structure

Abstract

The application belongs to the technical field of ribbed damping composite wallboards, and discloses a novel ribbed damping composite wallboard for a frame structure. Through the design of the splicing frame structure in the composite wallboard reinforcing assembly, the setting of the anti-seismic frame inside the wall frame can be quickly completed through splicing design during the pouring and forming of the composite wallboard, the internal wall frame strength is strengthened without increasing the overall thickness of the composite wallboard, the structural strength of the wall frame is greatly enhanced, better anti-seismic effect is provided, the overall thickness of the composite wallboard is not increased, transportation cost is saved during the transportation of the composite wallboard, the added triangular assembly can provide more stable stability of the outer surface attachment structure, and the middle is compounded with a fireproof plate structure design for fire prevention; meanwhile, the fireproof plate can be set as a moisture-proof plate or a sound insulation plate structure design according to the actual use area to provide different functional effects.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of ribbed damping composite wall panels, and specifically relates to a new type of ribbed damping composite wall panel for a frame structure. BACKGROUND

[0002] The ribbed composite wall panel is composed of small-section reinforced concrete ribbed beams and ribbed columns as a frame and filled with light-weight blocks or light-weight concrete, and the structure is formed by the combination of the reinforced concrete frame and the light-weight filling material to form a building component with good working performance. Under the action of an earthquake, the structure system has good seismic performance through internal force redistribution, and reasonable adjustment of the structural measures and number of the concrete ribbed frame can make the light-weight filling material fully participate in the collaborative stress of the structure system to achieve the goal of multiple seismic defense lines and improve the safety of the structure system.

[0003] Meanwhile, a kind of assembled composite wall panel with publication (announcement) No. CN112814271A is disclosed, which includes a wall panel body in the shape of a cuboid panel, the two sides of the wall panel body in the length direction are respectively provided with dovetail grooves and dovetail blocks matched with the dovetail grooves, and the two sides of the wall panel body in the width direction are respectively provided with clamping grooves and clamping blocks matched with the clamping grooves;The wall panel body is provided with mounting holes penetrating through both sides in the width direction, and the mounting holes are provided with connecting rods, one end of the connecting rod is flush with the groove bottom of the clamping groove and is provided with a threaded groove, and the other end of the connecting rod penetrates out of the clamping block and is provided with external threads matched with the threads in the threaded groove;The above-mentioned assembled composite wall panel is used in the process of using, and the wall body strength is reinforced by using the splicing mode of two wall panels, but in the actual operation of construction and use, generally, aerated concrete block cast composite wall panels or directly light steel frame structures are used in different use occasions, the use of aerated concrete block cast composite wall panels will seriously increase the overall weight of the composite wall panel in building construction, increase the pressure on the floor, and also increase the transportation cost of the composite wall panel, and the two same composite wall panels cannot provide additional effects other than the supporting performance of the existing composite wall panel itself in the process of using after the building construction is completed.

[0004] Therefore, a new type of ribbed damping composite wall panel for a frame structure is proposed to solve the above problems. SUMMARY

[0005] To solve the problems raised in the background art, the present application provides a new type of multi-ribbed shock-absorbing composite wallboard for frame structure, which directly adds a lightweight frame structure inside the composite wallboard. Without changing the overall frame shape of the composite wallboard, an anti-seismic frame structure can be provided inside the composite wallboard, which increases the overall strength while avoiding the transportation difficulties caused by the splicing of multiple composite wallboards, reducing transportation costs, and providing a surface panel structure that combines multiple different effects, providing a curved alternative to existing composite wallboard technology, and providing fireproofing effects.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a new type of dense-rib shock-absorbing composite wall panel for a frame structure, including a composite wall panel reinforcement component, the composite wall panel reinforcement component including a wall frame as the frame body, a reinforcing rib cast in the middle of the inner wall of the wall frame, side ribs cast evenly on both sides of the inner wall of the wall frame, an anti-seismic frame is also provided between the side ribs, the top of the wall frame also includes a top tightening component, the top tightening component includes a top plate attached to the top of the wall frame, the front side of the wall frame also includes a triangular component, the triangular component The invention comprises a triangular stabilizing plate cast on the surface of the wall frame, an intermediate interlocking plate is fitted on the surface of the triangular stabilizing plate, a fireproof plate is inserted on the surface of the intermediate interlocking plate, and a counterweight transfer assembly is further provided on the rear side of the wall frame, the counterweight transfer assembly comprises a counterweight block used as a counterweight, and the counterweight block is fitted on the surface of the wall frame, and handles are provided on the front and rear sides of the counterweight block for rotation, the surface of the fireproof plate is adhered to the facade by adhesive mortar, and the facade is provided with a mesh structure, and a fireproof material is provided in the built-in filling, the triangular stabilizing plate and the intermediate interlocking plate are both provided with three The panels are angular and spliced ​​together on the surface of the wall frame to form a square panel, and the middle interlocking panel is provided with a fireproof layer of a built-in steel plate structure, wherein the middle interlocking panel can be made of a variety of different materials; according to different regions, moisture-proof panels or sound insulation panels can be selected; the four corners of the triangular component are penetrated by multi-segment latches and fixed by the multi-segment latches, a short rod is fixed on the right side of the multi-segment latch, a threaded portion is fixed on the other end of the short rod, a fastening ring is spirally provided on the outer side of the threaded portion and pressed against the facade, a positioning rod is penetrated inside the multi-segment latch, and the positioning rod An explosive fracture end is welded at the position between the short rods, and the explosive fracture end is made of an oxidizing solid material such as lead nitrate. The explosive fracture end is welded with a heat conduction end located on the surface of the threaded part through a rod structure. The bottom end of the triangular stabilizing plate is hingedly provided with a bottom buckle, and the end of the bottom buckle is fixedly provided with a buckle that is clamped with the fireproof board, and a deformable steel or rubber structure is provided at the end position of the buckle, and corresponding anti-slip grooves are opened at the corresponding bottom ends of the fireproof board. After the splicing is completed, the triangular component is locked and prevented from slipping by the bottom buckle located inside the anti-slip groove corresponding to the fireproof board.

[0007] Preferably, a middle position adjacent to the earthquake-resistant frame is provided with

[0008] The telescopic rod has a fastening screw spirally penetrated through the outer tube surface of the telescopic rod and fitted with the inner rod. The side ribs are located inside the wall frame and are arranged opposite to each other on the left and right sides, and the side ribs are arranged in an inverted triangle shape and fixed in the same direction.

[0009] Preferably, the frame interstitial space of the wall frame is filled with lightweight aggregate concrete, aerated concrete block, foamed cement or lightweight concrete, etc., the anti-seismic frame adopts a light steel skeleton, and a frame through groove is formed on the surface of the anti-seismic frame, and the anti-seismic frame is clamped and fastened on the outside of the side rib by two identical frames to form a transverse wall reinforcing structure.

[0010] Preferably, the anti-seismic frame is provided with a

[0011] clamping plate is arranged at the other side of the anti-seismic frame.

[0012] Preferably, the top end and the bottom end of the anti-seismic frame are provided with

[0013] grooves, the grooves are provided with a pin near one side of the side rib, the pin penetrates the side rib and is nailed into the inside, and a wire is arranged around the inside of the groove and is tied outside the anti-seismic frame.

[0014] Preferably, the top plate in the raised state is filled with

[0015] a spliced anti-seismic plate, the inside of the spliced anti-seismic plate is provided with an elongated screw rod penetrating the top plate, and the top end of the elongated screw rod is rotatably provided with a top end connecting head poured on the top end of the top plate.

[0016] Preferably, the elongated screw rod is inserted and arranged below the outside of the wall frame

[0017] an internally built sleeve, the bottom end of the internally built sleeve is provided with a slot on the side surface, the outside of the elongated screw rod is spirally provided with a nut supporting the bottom end surface of the top plate in the raised state, and one corner of the nut is provided with a placing notch.

[0018] Preferably, the rear side of the wall frame is spirally fixed

[0019] a vertical groove, the outside of the vertical groove is provided with a lock catch matched with the wall frame, the middle position of the vertical groove is provided with a limiting screw rod placed outside the vertical groove, the bottom end of the limiting screw rod is rotatably provided with a rotating part, and the bottom end of the rotating part is rotatably provided with

[0020] a triangular rod, and a slot is formed in the middle horizontal rod position of the connecting part, the outside of the triangular rod is slidably provided with a connecting part formed by pouring the counterweight block, the corner of the counterweight block close to the wall frame is inlaid with a buffer pad layer matched with the wall frame, the counterweight block is made of concrete material, and the lower part of the counterweight block is provided in a circular arc shape and the upper part is provided in a triangular shape.

[0021] Compared with the prior art, the present application has the following advantages:

[0022] 1、The present application can quickly complete the setting of the anti-seismic frame inside the wall frame by splicing design during the pouring and forming of the composite wall panel, strengthen the internal wall frame strength without increasing the overall thickness of the composite wall panel, greatly enhance the structural strength of the wall frame, provide better anti-seismic effect, and will not increase the overall thickness of the composite wall panel, more saving transportation cost during the transportation of the composite wall panel, and the added triangular component can provide more stable external surface attachment structure stability, and the middle is compounded with fireproof plate structure design for fire prevention.

[0023] At the same time, the fireproof plate can also be set as a moisture-proof plate or soundproof plate structure design according to the actual use area to provide different functional effects.

[0024] 2、The present application can directly break the multi-section plug structure by heat conduction end continuous contact with high heat, reach the explosion or melting critical point of the breaking end, and directly break the multi-section plug structure, so that the surface fireproof plate loses support connection and is deflected by gravity, covers the direction of the fire source, and plays a role in extinguishing the fire source, having a fire extinguishing effect.

[0025] 3、The present application can rotate and adjust the gravity center of the composite wall panel in the counterweight transfer assembly, continuously move the gravity center of the composite wall panel downward, avoid the gravity center of the composite wall panel being above during the artificial carrying and transferring of the composite wall panel in the indoor floor, and the carrying personnel on the side need to use more force to forcibly carry, which not only easily causes the instability of the composite wall panel gravity, but also easily causes the carrying personnel to lose strength and unable to maintain the balance of the composite wall panel, and the composite wall panel is dumped on the ground, causing secondary damage. BRIEF DESCRIPTION OF DRAWINGS

[0026] Figure 1 It is a schematic diagram of the overall structure of the present application;

[0027] Figure 2 It is an explosion display structure schematic diagram of the composite wall panel reinforcing assembly and the triangular component of the present application;

[0028] Figure 3 It is a rear view of the composite wall panel of the present application;

[0029] Figure 4 It is a top end cross-sectional structure schematic diagram of the wall frame of the present application;

[0030] Figure 5Figure 1 is a schematic diagram of the mounting structure of the anti-seismic frame of the present application;

[0031] Figure 6 Figure 2 is a schematic diagram of the enlarged structure at the top end B of the anti-seismic frame of the present application;

[0032] Figure 7 Figure 3 is a schematic diagram of the structure at A of the present application; Figure 5

[0033] Figure 8 Figure 4 is a schematic diagram of the enlarged mounting structure of the top abutting assembly of the present application;

[0034] Figure 9 Figure 5 is a schematic diagram of the enlarged mounting structure of the spliced anti-seismic plate of the present application;

[0035] Figure 10 Figure 6 is a schematic diagram of the exploded structure of the positioning component of the triangular assembly of the present application;

[0036] Figure 11 Figure 7 is a schematic diagram of the mounting structure of the positioning component of the triangular assembly of the present application;

[0037] Figure 12 Figure 8 is a schematic diagram of the sectional structure of the multi-sectioned bolt of the present application;

[0038] Figure 13 Figure 9 is a schematic diagram of the enlarged mounting structure of the bottom buckle of the present application;

[0039] Figure 14 Figure 10 is a schematic diagram of the enlarged display structure of the counterweight transfer assembly of the present application.

[0040] Figure 1 is a schematic diagram of the mounting structure of the anti-seismic frame of the present application;

[0041] 101, wall frame; 102, reinforcing rib; 103, side rib; 104, anti-seismic frame; 105, pin; 106, wire; 107, telescopic rod; 108, fastening screw; 109, clamping plate; 110, groove;

[0042] 2, top abutting assembly;

[0043] 201, top plate; 202, lengthened screw rod; 203, built-in sleeve; 204, nut; 205, top end connecting end; 206, missing groove; 207, spliced anti-seismic plate; 208, side wing;

[0044] 3, triangular assembly;

[0045] ​301, triangle stable plate; 302, middle embedded plate; 303, fireproof plate; 304, outer facade; 305, multi-section bolt; 306, screw part; 307, short rod; 308, fastening ring; 309, heat conduction end; 310, blasting fracture end; 311, positioning rod; 312, bottom buckle; 313, buckle;

[0046] 4, counterweight transfer assembly;

[0047] 401, counterweight block; 402, handle; 403, cushion layer; 404, connecting part; 405, triangular rod; 406, rotating part; 407, lock buckle; 408, limiting screw rod; 409, vertical groove.

[0048] As shown in the drawings, in order to clearly realize the structure of the embodiments of the present application, specific structures and devices are marked in the drawings, but this is only for the need of illustration, and is not intended to limit the present application in the specific structure, device and environment, and the devices and environment can be adjusted or modified by those skilled in the art according to specific needs. DETAILED DESCRIPTION

[0049] The technical solutions in the embodiments of the present application will be described clearly and completely below in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the present application.

[0050] It should be noted that in the specification, "one embodiment", "embodiment", "exemplary embodiment", "some embodiments" and the like indicate that the described embodiments can include a specific feature, structure or property, but not necessarily every embodiment includes the specific feature, structure or property. In addition, when a specific feature, structure or property is described in combination with an embodiment, it should be within the knowledge of those skilled in the related art to realize this feature, structure or property in combination with other embodiments (whether or not explicitly described).

[0051] As Figures 1 to 14 shown, the present application provides a new type of multi-rib shock-absorbing composite wallboard for frame structure, which comprises a composite wallboard reinforcing assembly 1, and the composite wallboard reinforcing assembly 1 comprises a frame main body 2, a plurality of triangular stable plates 301, a plurality of middle embedded plates 302, a plurality of fireproof plates 303, a plurality of outer facades 304, a plurality of multi-section bolts 305, a plurality of screw parts 306, a plurality of short rods 307, a plurality of fastening rings 308, a plurality of heat conduction ends 309, a plurality of blasting fracture ends 310, a plurality of positioning rods 311, a plurality of bottom buckles 312 and a plurality of buckles 313.

[0052] The wall frame 101 is provided with a reinforcing rib 102 in the middle of the inner wall of the wall frame 101, and is uniformly provided with side ribs 103 on both sides of the inner wall of the wall frame 101. The structure design of the reinforcing rib 102 and the side rib 103 in the interior of the wall frame 101 can strengthen the structural strength of the interior of the wall frame 101, and plays the role of a reinforcing rib. The anti-seismic frame 104 is arranged between the side ribs 103 opposite to each other, and is made of light steel material and is quickly installed between the side ribs 103 opposite to each other to form a connecting framework and strengthen the overall strength of the wall frame 101. In the event of an earthquake, the vibration can be effectively dispersed through the anti-seismic frame 104 to reduce the damage to the wall frame 101. The top end of the wall frame 101 further comprises a top abutting assembly 2, which comprises a top plate 201 abutting the top of the wall frame 101. The top plate 201 can be directly made of an anti-seismic plate. The front side of the wall frame 101 further comprises a triangular assembly 3, which comprises a triangular stable plate 301 cast on the surface of the wall frame 101. The surface of the triangular stable plate 301 is provided with an intermediate embedded plate 302. A groove structure is formed on the connecting surface of the intermediate embedded plate 302 and the fireproof plate 303, so that the fireproof plate 303 can be quickly positioned by being placed into the interior of the intermediate embedded plate 302, and the inclination of the fireproof plate 303 can be prevented. The surface of the intermediate embedded plate 302 is provided with the fireproof plate 303. The fireproof plate 303 directly faces the fire source to prevent fire, and avoids the wall from cracking due to long-time baking. The rear side of the wall frame 101 further comprises a counterweight shifting assembly 4, which comprises a counterweight block 401 used as a counterweight. The counterweight block 401 is made of concrete, and the center of gravity of the counterweight block 401 is located at the lower part. The counterweight block 401 abuts the surface of the wall frame 101. The front and rear sides of the counterweight block 401 are provided with handles 402, which are convenient for adjusting the center of gravity direction by pulling the counterweight block 401. The surface of the fireproof plate 303 is adhered with an outer facade 304 by adhesive mortar. The outer facade 304 is provided in a gauze structure, and is filled with fireproof material. The triangular stable plate 301 and the intermediate embedded plate 302 are both provided in a triangular shape to increase the protection effect, beautify the surface of the composite wall plate, and are arranged in a surface-to-surface manner on the wall frame 101 to form a square plate. The intermediate embedded plate 302 is provided as a fireproof layer with an embedded steel plate structure. The intermediate embedded plate 302 can be made of a plurality of different materials. According to different regions, moisture-proof plates or soundproof plates can be selected to provide dry moisture-proof effect or soundproof effect.The triangular assembly 3 is provided with a multi-section plug 305 at each corner, and is fixed by the multi-section plug 305. The right side of the multi-section plug 305 is fixedly provided with a short rod 307 made of plastic structure, which is convenient for subsequent fracture. The other end of the short rod 307 is fixedly provided with a threaded portion 306. The outer side of the threaded portion 306 is spirally provided with a fastening ring 308 which is pressed against the outer facade 304. The fastening ring 308 is installed to the outer side of the threaded portion 306 to position and strengthen the connection of the outer facade 304. The inside of the multi-section plug 305 is provided with a positioning rod 311. The positioning rod 311 is welded with a blasting fracture end 310 at the position between the short rod 307. The blasting fracture end 310 is made of oxidizing solid material such as lead nitrate. When heated to more than 500 DEG C, it will explode to separate the multi-section plug 305 from the threaded portion 306. The blasting fracture end 310 is welded with a heat conduction end 309 on the surface of the threaded portion 306 through a rod structure. The bottom end of the triangular stable plate 301 is hingedly provided with a bottom buckle 312. The end of the bottom buckle 312 is fixedly provided with a buckle 313 which is clamped with the fireproof plate 303. The end of the buckle 313 is provided with a deformable steel or rubber structure. The corresponding bottom end of the fireproof plate 303 is provided with a corresponding anti-disengagement groove. The anti-disengagement groove of the bottom end of the fireproof plate 303 is clamped into the outer side of the buckle 313 to be tensioned and positioned. When the restraint is lost, the fireproof plate 303 can be deflected and covered from above. The triangular assembly 3 is locked and prevented from disengaging by the bottom buckle 312 in the corresponding anti-disengagement groove of the fireproof plate 303 after splicing. The anti-disengagement structure design is more convenient for the installation of the fireproof plate 303.

[0053] Specifically, the middle position of the adjacent anti-seismic frame 104 is provided with a telescopic rod 107, which can connect and position the anti-seismic frame 104. The outer pipe surface of the telescopic rod 107 is spirally provided with a fastening screw 108 which is attached to the inner rod. The telescopic rod 107 is positioned by the fastening screw 108. The side ribs 103 are oppositely arranged in the wall frame 101. The side ribs 103 are fixed in the same direction in the shape of inverted triangle. The middle gap of the wall frame 101 is filled with light aggregate concrete, aerated concrete block, foamed cement or light weight concrete, etc. The internal cavity of the wall frame 101 is filled and poured on the outer side of the anti-seismic frame 104. After solidification, the anti-seismic frame 104 is used as a skeleton to strengthen the stability. The anti-seismic frame 104 is made of light steel skeleton. Frame grooves are formed on the surface of the anti-seismic frame 104 to facilitate the flow of concrete. The anti-seismic frame 104 is formed by two identical frames which are clamped on the outer side of the side rib 103 to form a transverse wall reinforcing structure. The anti-seismic frame 104 is welded with the side rib 103 at the position of the inverted triangular base end.

[0054] The clamping plate 109 is provided with a corresponding plate-shaped structure on the other side of the anti-seismic frame 104, and the top end and the bottom end of the anti-seismic frame 104 are provided with recesses 110. The recesses 110 are provided with a pin 105 penetrating one side close to the side rib 103, and the pin 105 penetrates the side rib 103 and is nailed into the inside. The inside of the recess 110 is provided with a wire 106 tied outside the anti-seismic frame 104. The wire 106 can be wound in the inside of the recess 110, and after being tightened, the anti-seismic frame 104 is prevented from being separated.

[0055] The gap between the top plate 201 in the raised state and the wall frame 101 is filled with a spliced anti-seismic plate 207. The inside of the spliced anti-seismic plate 207 is provided with an elongated screw 202 penetrating the top plate 201. The elongated screw 202 is adjusted and positioned by a top connecting end 205. The top end of the elongated screw 202 is rotatably provided with the top connecting end 205 poured on the top end of the top plate 201. The outside of the elongated screw 202 is provided with a nut 204 poured in the inside of the wall frame 101.

[0056] The inside of the elongated screw 202 is provided with a built-in sleeve 203. The bottom end of the built-in sleeve 203 is provided with a side wing 208 on both sides. The middle side of the elongated screw 202 is provided with a slot 206. The outside of the elongated screw 202 is spirally provided with a nut 204 supporting the bottom end surface of the top plate 201 in the raised state. One corner of the nut 204 is provided with a gap. The nut 204 can be inserted into the slot 206 of the elongated screw 202. It can be installed on the outside of the elongated screw 202, which is convenient for installation operation.

[0057] The vertical groove 409 is spirally fixed at the center position of the rear side of the wall frame 101. The vertical groove 409 is provided with a lock catch 407 matched with the wall frame 101. The vertical groove 409 is provided with a limiting screw 408 placed outside the vertical groove 409 at the middle position. The bottom end of the limiting screw 408 is rotatably provided with a rotating part 406. The bottom end of the rotating part 406 is rotatably provided with a triangular rod 405. A slot is provided at the inside of the connecting part 404 at the middle horizontal rod position of the triangular rod 405. The triangular rod 405 is pulled away and separated from the connecting part 404 for dismounting operation of the counterweight 401. The outside of the triangular rod 405 is slidably provided with the connecting part 404 poured and formed with the counterweight 401. The corner close to the wall frame 101 of the counterweight 401 is inlaid with a buffer pad layer 403 matched with the wall frame 101. When the buffer pad layer 403 contacts the wall frame 101, impact damage to the wall frame 101 is avoided. The counterweight 401 is made of concrete material, and the lower part of the counterweight 401 is provided in a circular arc shape and the upper part is provided in a triangular shape. The triangular shape of the counterweight 401 can provide a larger deflection range.

[0058] The pouring concrete used in the construction of the composite wallboard and the frame erection steps are prior art and will not be described again.

[0059] The working principle of the technical solution provided by the application is as follows:

[0060] In the construction and manufacturing stage of the composite wallboard:

[0061] The inside of the mold can be poured with concrete. First, the reinforcing ribs 102 and the side ribs 103 inside the wall frame 101 are processed and formed. The strength of the wall frame 101 is strengthened by the reinforcing ribs 102 and the side ribs 103. After solidification and cooling, the two anti-seismic frames 104 structures are formed by being spliced together. One group is first placed between the two opposite side ribs 103. The two anti-seismic frames 104 structures are moved to the surface of the base table of the side rib 103 by stretching or shortening the middle extension rod 107. The anti-seismic frames 104 structures are clamped and positioned by the clamping plate 109 structure. The distance between the adjacent anti-seismic frames 104 is positioned by tightening the fastening screw 108 structure on the outer pipe surface of the extension rod 107. The anti-seismic frames 104 structures are removed from the outside of the opposite side ribs 103. The anti-seismic frames 104 are pulled out. The iron wire 106 is wound inside the recess 110 at the upper and lower ends of the anti-seismic frame 104. After the iron wire 106 is tightened, it is reinserted into the outside of the adjacent side rib 103 to form a skeleton. According to the above operation, a plurality of anti-seismic frames 104 are assembled into a whole and placed between the side ribs 103 of the wall frame 101. A skeleton structure is formed in the inside of the wall frame 101 to strengthen the strength of the wall frame 101. Finally, concrete is poured into the inside of the wall frame 101. A reserved mounting hole can be formed on the back side of the wall frame 101. The built-in sleeve 203 in the top abutting assembly 2 is placed in the inside of the concrete together with the cooling and solidification to provide a connection point for the installation of the top plate 201. At this time, the main body of the composite wallboard has been prefabricated. Then, according to the difference between the construction and use region and the use environment of the composite wallboard, the middle embedded plate 302 in the triangular assembly 3 can be made of different materials. In areas where the temperature is high and fire accidents occur frequently, the middle embedded plate 302 can be made of fireproof concrete material. In areas with high humidity, it can be replaced by dry plate material. In soundproof environments, it can be replaced by soundproof material. Before the composite wallboard is transported, the triangular assembly 3 is spliced into a whole by the multi-section bolt 305 structure.

[0062] After the prefabrication of the composite wallboard is completed, it can be transported to the construction site for on-site frame construction. The overall shape of the composite wallboard does not change, which can reduce the difficulty of transporting the composite wallboard and reduce transportation costs. After the composite wallboard is hoisted to the construction floor, the counterweight block 401 in the counterweight transfer assembly 4 is installed outside the limiting screw 408 inside the rear center reserved mounting hole of the wall body frame 101 through the lock catch 407 structure, and the counterweight block 401 is limited. During the process of transferring the composite wallboard to the inside of the construction frame:

[0063] Due to the large handling equipment cannot enter the inside of the construction floor, manual handling of the composite wallboard is required. After adding the counterweight block 401, the transfer center of the composite wallboard can be lowered, and a person can tilt and support the composite wallboard. The two sides need to cooperate with the auxiliary personnel to pull the handle 402 on the side of the counterweight block 401 and assist in supporting the composite wallboard. By constantly swinging the composite wallboard, the bottom of the composite wallboard is transferred into the inside of the frame. Through the connection of the top end connecting part 404 of the counterweight block 401 and the triangular rod 405, it is shaken below the lock catch 407. Through the swinging of the counterweight block 401, the composite wallboard can be driven and transferred into the frame inside the floor. The construction is more convenient, and the center of gravity is stable, or the composite wallboard is offset from the frame. It is very suitable for the center of gravity adjustment of the composite wallboard during the continuous transfer process near the frame, until it enters the inside of the frame. After the transfer is completed, the counterweight block 401 can be removed from the outside of the limiting screw 408.

[0064] During the connection process of the composite wallboard and the top of the frame, the prefabricated top abutting assembly 2 can be lifted, the top end connecting end 205 at the top end of the top plate 201 is tightened and rotated into the mounting hole inside the frame, and the nut 204 is put into the outside of the lengthened screw 202 from the missing slot 206. The tightened support is below the top plate 201, which positions the top plate 201. The spliced anti-seismic plate 207 is spliced outside the lengthened screw 202, which fills the gap between the top plate 201 and the wall body frame 101, and uses concrete to coat and fix. It is more convenient to install into different size building frames, avoids the problem that the size of the composite wallboard does not meet the requirements, and the composite wallboard cannot be installed or the gap is too narrow, and the installation is difficult.

[0065] After the construction is completed, the gauze is adhered to the surface of the fireproof plate 303, and the gauze is adhered to the outside of the fireproof plate 303 by using concrete to form the outer facade 304 structure. In the case of fire, the outer facade 304 on the outside is heated, and the heat conduction end 309 in the hole on the surface is heated for a long time. When the heat conduction end 309 is heated to a temperature of 500°C or above, an explosion reaction occurs. Since the wall is arranged inside the wall, only the threaded portion 306 and the multi-section plug 305 are connected, the short rod 307 is blown off, the outer facade 304 and the fireproof plate 303 are lost by the fastening ring 308, and the whole is pulled by gravity. The fireproof plate 303 is deflected above the bottom buckle 312 and the buckle 313, and the fireproof plate 303 is deflected above the bottom buckle 312 and the buckle 313. The fire source is pressed out to provide more use effect for the use of the composite wallboard.

[0066] It should be noted that the relational terms herein such as first and second and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any such actual relationship or order between such entities or actions. Moreover, the terms "comprises", "comprising", or any other variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but can include other elements not expressly listed or inherent to such process, method, article, or apparatus.

[0067] Although embodiments of the present application have been shown and described, it is to be understood that various modifications, substitutions, replacements and changes can be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A new type of multi-ribbed shock-absorbing composite wall panel for frame structure, characterized by: The invention comprises a composite wall panel reinforcement component (1), wherein the composite wall panel reinforcement component (1) comprises a wall frame (101) as a frame body, a reinforcing rib (102) is cast and provided at the middle position of the inner wall of the wall frame (101), side ribs (103) are cast and provided evenly on both sides of the inner wall of the wall frame (101), and an anti-seismic frame (104) is further provided between the side ribs (103), and the top of the wall frame (101) further comprises a top tightening component (2), and the top tightening component (2) comprises a top plate (201) attached to the top of the wall frame (101), and the front side of the wall frame (101) further comprises a triangular component (3), and the triangular component (3) comprises a triangular stabilizing plate (301) cast and provided on the surface of the wall frame (101), and the surface of the triangular stabilizing plate (301) is attached and provided with an intermediate interlocking plate (302), and the surface of the intermediate interlocking plate (302) is provided with a plurality of interlocking plates. A fireproof board (303) is provided on the surface of the wall frame (101), and a counterweight transfer assembly (4) is further provided on the rear side of the wall frame (101). The counterweight transfer assembly (4) includes a counterweight block (401) used as a counterweight, and the counterweight block (401) is attached to the surface of the wall frame (101). The counterweight block (401) is rotatably provided with handles (402) on both the front and rear sides. The surface of the fireproof board (303) is adhered to the facade (304) by adhesive mortar, and the facade (304) is provided with a mesh structure, and a fireproof material is provided inside. The triangular stabilizing plate (301) and the middle interlocking plate (302) are both provided in a triangular shape and are spliced ​​with each other on the surface of the wall frame (101) to form a square plate, and the middle interlocking plate (302) is provided with a fireproof layer with a built-in steel plate structure, wherein the middle interlocking plate (302) can be made of a variety of different materials; according to different regions, moisture-proof board or sound insulation board can be selected;The four corners of the triangular assembly (3) are all penetrated by a multi-segment latch (305) and fixed by the multi-segment latch (305). A short rod (307) is fixedly provided on the right side of the multi-segment latch (305). A threaded portion (306) is fixedly provided on the other end of the short rod (307). A fastening ring (308) pressed against the outer facade (304) is spirally provided on the outer side of the threaded portion (306). A positioning rod (311) is penetrated inside the multi-segment latch (305). The positioning rod (311) is welded with an explosive fracture end (310) at a position between the gaps of the short rod (307). The explosive fracture end (310) is made of lead nitrate oxide. The explosive fracture end (310) is welded with a heat conducting end (309) located on the surface of the threaded portion (306) through a rod structure, and the bottom end of the triangular stabilizing plate (301) is hingedly provided with a bottom buckle (312). The end of the bottom buckle (312) is fixedly provided with a buckle (313) clamped with the fireproof plate (303), and a deformable steel or rubber structure is provided at the end position of the buckle (313). Corresponding anti-slip grooves are opened at the corresponding bottom ends of the fireproof plate (303). After the triangular assembly (3) is spliced, the bottom buckle (312) is located inside the corresponding anti-slip groove of the fireproof plate (303) to lock and prevent slipping.

2. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: A telescopic rod (107) is provided at a middle position adjacent to the earthquake-resistant frame (104), and a fastening screw (108) is spirally penetrated through the outer tube surface of the telescopic rod (107) and is fitted with an inner rod. The side ribs (103) are located inside the wall frame (101) and are arranged in opposite positions on the left and right. The side ribs (103) are arranged in an inverted triangle shape and are fixed in the same orientation.

3. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: The filling arrangement of the gaps between the frames of the wall frame (101) can be made of lightweight aggregate concrete, aerated concrete blocks, foamed cement or lightweight concrete. The seismic frame (104) adopts a light steel skeleton, and a frame through groove is opened on the surface of the seismic frame (104). The seismic frame (104) is composed of two identical frames spliced ​​and clamped on the outer side of the side rib (103) to form a horizontal wall reinforcement structure.

4. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: A clamping plate (109) welded to the anti-seismic frame (104) is provided at the joint between the anti-seismic frame (104) and the inverted triangle base end of the side rib (103), and a corresponding plate-shaped structure is provided on the other side of the anti-seismic frame (104).

5. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: The top and bottom ends of the anti-seismic frame (104) are both provided with grooves (110), and a pin (105) is provided through the side of the groove (110) close to the side rib (103), and the pin (105) passes through the side rib (103) and is nailed into the inside, and an iron wire (106) tied to the outside of the anti-seismic frame (104) is provided around the inside of the groove (110).

6. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: The gap between the top plate (201) and the wall frame (101) in the raised state is filled with A spliced ​​anti-seismic plate (207) is provided with an extended screw rod (202) passing through the top plate (201) inside the spliced ​​anti-seismic plate (207), and the top end of the extended screw rod (202) is rotatably provided with a top connection end (205) cast on the top end of the top plate (201).

7. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 6, characterized in that: An internal sleeve (203) cast inside the wall frame (101) is inserted and provided below the outer side of the extended screw (202), and side wings (208) are welded on both sides of the bottom end of the internal sleeve (203). A notch (206) is provided on the side of the middle portion of the extended screw (202). A nut (204) is provided on the outer spiral side of the extended screw (202) to support the bottom end surface of the top plate (201) in the raised state, and a placement notch is provided at one corner of the nut (204).

8. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 1 is characterized in that: A vertical groove (409) is spirally fixed at the center position of the rear side of the wall frame (101), and a lock buckle (407) that fits the wall frame (101) is sleeved on the outside of the vertical groove (409). A limiting screw (408) is provided in the middle position of the vertical groove (409) for being placed outside the vertical groove (409). The bottom end of the limiting screw (408) is rotatably provided with a rotating part (406), and the bottom end of the rotating part (406) is rotatably provided with a triangular rod (405), and at the triangular rod (405), a rotating part (406) is provided. A broken groove is provided at the position of the middle cross bar inside the connecting portion (404) of the rod (405); a connecting portion (404) cast and formed with the counterweight block (401) is slidably provided on the outer side of the triangular rod (405); a buffer layer (403) is embedded in a corner of the counterweight block (401) close to the wall frame (101) and is in contact with the wall frame (101); the counterweight block (401) is made of concrete, and the bottom of the counterweight block (401) is set in an arc shape and the top is set in a triangular shape.

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