Novel dense rib damping composite wallboard for frame structure

Abstract

The invention belongs to the technical field of multi-ribbed damping composite wallboards, and discloses a novel multi-ribbed damping composite wallboard for a frame structure, through the design of a splicing type frame structure in a composite wallboard reinforcing assembly, in the pouring forming process of the composite wallboard, through the splicing design, the composite wallboard can be assembled and disassembled, and the composite wallboard can be assembled and disassembled. The arrangement that the anti-seismic frame is located in the wall body frame is rapidly completed, under the condition that the overall thickness of the composite wallboard is not increased, the strength of the inner wall body frame is enhanced, the structural strength of the wall body frame is greatly enhanced, the more excellent anti-seismic effect is provided, the overall thickness of the composite wallboard is not increased, and in the transportation process of the composite wallboard, the anti-seismic effect is improved. The transportation cost is saved, the triangular assembly is additionally arranged, more stable outer surface attachment structure stability can be provided, and the fireproof plate structure design used for fire prevention is compounded in the middle of the triangular assembly; meanwhile, according to actual use areas, the fireproof plate can be arranged to be a moisture-proof plate or a sound insulation plate, and different functional effects are provided.

Description

Technical Field

[0001] The invention belongs to the technical field of dense-ribbed shock-absorbing composite wall panels, in particular to a novel dense-ribbed shock-absorbing composite wall panel for a frame structure. Background Art

[0002] The dense-rib composite wall panels are composed of small-section reinforced concrete rib beams and rib columns as frames, filled with lightweight blocks or lightweight concrete. This structure forms a building component with good working performance through the combination of reinforced concrete frames and lightweight filling materials. Under the action of earthquakes, the dense-rib composite wall panels have good seismic performance through the redistribution of internal forces. Reasonable adjustment of the construction measures and number of concrete ribs can allow the lightweight filling materials to fully participate in the coordinated force of the structural system, achieve the goal of multi-level seismic defense lines, and improve the safety of the structural system.

[0003] At the same time, the disclosure (announcement) number is CN112814271A, which comprises a wall panel body which is in the shape of a rectangular plate as a whole, wherein dovetail grooves and dovetail blocks matching the dovetail grooves are respectively arranged on both sides of the length direction of the wall panel body, and clamping grooves and clamping blocks matching the clamping grooves are respectively arranged on both sides of the width direction of the wall panel body; the wall panel body is provided with mounting holes which run through both sides of the width direction, and a connecting rod is arranged in the mounting hole, one end side of the connecting rod is flush with the bottom of the clamping groove and is provided with a threaded groove, and the other end of the connecting rod passes through the clamping block and is provided with an external thread matching the inner thread of the threaded groove; the above-mentioned assembled composite wall During the use of the board, the strength of the wall is reinforced by splicing two wall panels together. In actual construction and use, composite wall panels cast by aerated concrete blocks or lightweight steel frame structures are generally used in different occasions. When double-layer splicing is performed on the composite wall panels cast by aerated concrete blocks, the overall weight of the composite wall panels in the construction will be seriously increased, the pressure on the floor slab will be increased, and the transportation cost of the composite wall panels will be increased during handling and transportation. In addition, the two added identical composite wall panels cannot provide additional effects other than the supporting performance of the existing composite wall panels themselves during the use process after the construction is completed.

[0004] Therefore, in order to solve the above problems, a new type of dense-ribbed shock-absorbing composite wall panel for frame structure is proposed. Summary of the invention

[0005] In order to solve the problems raised in the above-mentioned background technology, the present invention provides a new type of dense-rib shock-absorbing composite wall panel for frame structure, and directly adds a structure serving as a lightweight frame inside the composite wall panel. Without changing the overall frame shape of the composite wall panel, an earthquake-resistant frame structure located inside for traction and tensioning can be provided. While increasing the overall strength, it also avoids the transportation difficulty caused by splicing multiple composite wall panels and reduces transportation costs. In addition, the surface plate structure with a variety of different effects can provide a difference from the existing composite wall panel technology and provide a fire prevention effect.

[0006] To achieve the above object, the present invention provides the following technical solution: a novel multi-ribbed shock-absorbing composite wall panel for a frame structure, comprising a composite wall panel reinforcement component, wherein the composite wall panel reinforcement component comprises a frame body

[0007] The wall frame has a reinforcing rib cast in the middle of the inner wall of the wall frame, side ribs are cast evenly on both sides of the inner wall of the wall frame, an anti-seismic frame is also provided between the side ribs, and the top of the wall frame also includes

[0008] A top tightening assembly, the top tightening assembly includes a top plate attached to the top of the wall frame, and the front side of the wall frame also includes

[0009] A triangular assembly, the triangular assembly includes a triangular stabilizing plate cast on the surface of the wall frame, the surface of the triangular stabilizing plate is fitted with an intermediate interlocking plate, the surface of the intermediate interlocking plate is plugged with a fireproof plate, and the rear side of the wall frame also includes

[0010] A counterweight transfer assembly includes a counterweight block used as a counterweight, and the counterweight block is attached to the surface of the wall frame. Handles are rotatably arranged on both the front and rear sides of the counterweight block.

[0011] Preferably, a middle position adjacent to the earthquake-resistant frame is provided with

[0012] 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, and the side ribs are arranged in an inverted triangle shape and are fixed in the same direction.

[0013] Preferably, the filling arrangement between the gaps in the middle of the wall frame can be made of lightweight aggregate concrete, aerated concrete blocks, foamed cement or lightweight concrete, etc., the seismic-resistant frame adopts a light steel skeleton, and a frame through groove is opened on the surface of the seismic-resistant frame, and the seismic-resistant frame is composed of two identical frames spliced ​​and clamped on the outside of the side ribs to form a transverse wall reinforcement structure.

[0014] Preferably, a clamping plate welded to the seismic anti-frame is provided at the joint between the seismic anti-frame and the end of the side rib inverted triangle base, and a corresponding plate-like structure is provided on the other side of the seismic anti-frame.

[0015] Preferably, the top and bottom ends of the earthquake-resistant frame are provided with

[0016] A groove is provided with a pin on one side of the groove close to the side rib, and the pin penetrates the side rib and is nailed into the inside, and an iron wire tied to the outside of the earthquake-resistant frame is arranged around the inside of the groove.

[0017] Preferably, the gap between the top plate and the wall frame is filled with

[0018] A spliced ​​earthquake-resistant plate, wherein an extended screw rod passing through the top plate is provided inside the spliced ​​earthquake-resistant plate, and a top end connected to the top end cast on the top of the top plate is rotatably provided on the top end of the extended screw rod.

[0019] Preferably, a built-in sleeve cast inside the wall frame is inserted and provided at the lower outer side of the extension screw, and both sides of the bottom end of the built-in sleeve are welded, a groove is provided on the middle side of the extension screw, and a nut supporting the bottom end surface of the top plate in the raised state is spirally provided on the outer side of the extension screw, and a placement notch is provided at one corner of the nut.

[0020] Preferably, the surface of the fireproof board is adhered with a

[0021] The facade is provided with a mesh structure, and is filled with fireproof materials. The triangular stabilizing plate and the middle embedded plate are both provided in a triangular shape and are spliced ​​with each other on the surface of the wall frame to form a square plate, and the middle embedded plate is provided with a fireproof layer of a built-in steel plate structure, wherein the middle embedded plate can be made of a variety of different materials;

[0022] According to different regions, you can choose: moisture-proof board or sound insulation board;

[0023] The triangular component is penetrated by multi-section latches at all four corners and fixed by the multi-section latches. A short rod is fixedly provided on the right side of the multi-section latch, and a threaded portion is fixedly provided on the other end of the short rod. A fastening ring that is pressed against the outer facade is spirally provided on the outer side of the threaded portion.

[0024] Preferably, the multi-section latch is provided with

[0025] The positioning rod is welded with an explosive fracture end at the position between the short rods. The explosive fracture end is made of oxidizing solid materials such as lead nitrate. The explosive fracture end is welded with a heat conduction end located on the surface of the threaded part through the rod body structure. The bottom end of the triangular stabilizing plate is hinged with

[0026] A bottom buckle, the end of which 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, and after the triangular assembly is spliced, the bottom buckle is located inside the corresponding anti-slip groove to lock and prevent it from slipping.

[0027] Preferably, the rear center of the wall frame is spirally fixed with

[0028] A vertical groove, the outer side of the vertical groove is provided with a lock buckle that fits the wall frame, the middle position of the vertical groove is provided with a limit screw for being placed outside the vertical groove, the bottom end of the limit screw is rotatably provided with a rotating part, and the bottom end of the rotating part is rotatably provided with a

[0029] A triangular rod is provided with a broken groove at the position of the inner middle horizontal rod of the triangular rod at the connecting part, a connecting part cast with the counterweight block is slidably arranged on the outer side of the triangular rod, a buffer pad layer fitting with the wall frame is embedded in a corner of the counterweight block close to the wall frame, the counterweight block is made of concrete, and the bottom of the counterweight block is arranged in an arc shape and the top is arranged in a triangular shape.

[0030] Compared with the prior art, the present invention has the following beneficial effects:

[0031] 1. The present invention adopts the splicing frame structure design in the composite wall panel reinforcement assembly. During the casting and molding process of the composite wall panel, the seismic frame can be quickly arranged inside the wall frame through the splicing design. Without increasing the overall thickness of the composite wall panel, the internal wall frame strength is strengthened, the structural strength of the wall frame is greatly enhanced, and a better seismic effect is provided. The overall thickness of the composite wall panel will not be increased, and the transportation cost is saved during the transportation of the composite wall panel. The added triangular assembly can provide a more stable external surface attachment structure stability, and a fireproof board structure design for fire prevention is compounded in the middle;

[0032] At the same time, the fireproof board can also be set as a moisture-proof board or a sound insulation board structure design according to the actual use area to provide different functional effects.

[0033] 2. The present invention adopts a multi-section bolt structure design in a triangular assembly. After the construction is completed, once a fire occurs, the heat conduction end is continuously exposed to high heat. When the explosion or melting critical point of the blasting fracture end is reached, it directly breaks, and the multi-section bolt structure is broken. The fireproof board on the surface loses its supporting connection and is deflected by gravity to cover the surface facing the fire source, thereby suppressing the fire source and having a fire extinguishing effect.

[0034] 3. The present invention can rotate and adjust the center of gravity of the composite wall panel through the counterweight transfer assembly, and continuously move the center of gravity of the composite wall panel downward, so as to avoid the situation in which the center of gravity of the composite wall panel is upward during the manual transportation and transfer of the composite wall panel in the floor room, and the transporters on the side need to use more strength to forcibly transport it, which not only easily leads to the unstable gravity of the composite wall panel, but also easily leads to the loss of strength of the transporters, and they cannot keep the balance of the composite wall panel, and the composite wall panel is dumped on the ground, causing secondary damage. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0036] Figure 2 It is a schematic diagram of the exploded structure of the composite wall panel reinforcement component and the triangular component of the present invention;

[0037] Figure 3 is a rear view of the composite wall panel of the present invention;

[0038] Figure 4 It is a schematic diagram of the top cross-sectional structure of the wall frame of the present invention;

[0039] Figure 5 It is a schematic diagram of the installation structure of the earthquake-resistant frame of the present invention;

[0040] Figure 6 It is a schematic diagram of the enlarged structure of the top B of the earthquake-resistant frame of the present invention;

[0041] Figure 7 For the present invention Figure 5 A schematic diagram of the structure at A;

[0042] Figure 8 It is a schematic diagram of the enlarged installation structure of the top tightening assembly of the present invention;

[0043] Fig. 9 It is a three-dimensional enlarged installation structure schematic diagram of the spliced ​​earthquake-resistant panels of the present invention;

[0044] Fig.10 It is a schematic diagram of the exploded structure of the positioning component of the triangular assembly of the present invention;

[0045] Fig.11 It is a schematic diagram of the installation structure of the positioning component of the triangular assembly of the present invention;

[0046] Fig.12 It is a schematic cross-sectional structure diagram of the multi-section latch of the present invention;

[0047] Fig.13 It is a schematic diagram of the enlarged installation structure of the bottom buckle of the present invention;

[0048] Fig.14 It is a schematic diagram showing the enlarged structure of the counterweight transfer assembly of the present invention.

[0049] In the figure: 1. Composite wall panel reinforcement assembly;

[0050] 101, wall frame; 102, reinforcing ribs; 103, side ribs; 104, earthquake-resistant frame; 105, pins; 106, iron wire; 107, telescopic rod; 108, fastening screws; 109, plywood; 110, groove;

[0051] 2. Tighten the top assembly;

[0052] 201, top plate; 202, extended screw; 203, built-in sleeve; 204, nut; 205, top connection end; 206, missing groove; 207, spliced ​​anti-seismic plate; 208, side wing;

[0053] 3. Triangle component;

[0054] 301, triangular stabilizing plate; 302, middle interlocking plate; 303, fireproof plate; 304, facade; 305, multi-section latch; 306, threaded portion; 307, short rod; 308, fastening ring; 309, heat conduction end; 310, blasting fracture end; 311, positioning rod; 312, bottom buckle; 313, buckle;

[0055] 4. Counterweight transfer assembly;

[0056] 401, counterweight; 402, handle; 403, cushion layer; 404, connecting part; 405, triangular rod; 406, rotating part; 407, lock; 408, limit screw; 409, vertical slot.

[0057] As shown in the figure, in order to clearly implement the structure of the embodiment of the present invention, specific structures and devices are marked in the figure, but this is only for illustrative purposes and is not intended to limit the present invention to the specific structure, device and environment. According to specific needs, ordinary technicians in this field can adjust or modify these devices and environments. DETAILED DESCRIPTION

[0058] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0059] It should be noted that the references to "one embodiment", "an embodiment", "an exemplary embodiment", "some embodiments" and the like in the specification indicate that the embodiments described may include specific features, structures or characteristics, but not every embodiment may include the specific features, structures or characteristics. In addition, when a specific feature, structure or characteristic is described in conjunction with an embodiment, it should be within the knowledge of a person skilled in the art to implement such feature, structure or characteristic in conjunction with other embodiments (whether or not explicitly described).

[0060] like Figures 1 to 14 As shown, the present invention provides a novel ribbed shock-absorbing composite wall panel for a frame structure, including a composite wall panel reinforcement component 1, the composite wall panel reinforcement component 1 includes a frame body

[0061] The wall frame 101 has a reinforcing rib 102 cast in the middle of the inner wall of the wall frame 101, and side ribs 103 are evenly cast on both sides of the inner wall of the wall frame 101. The structural design of the reinforcing ribs 102 and the side ribs 103 arranged inside the wall frame 101 can strengthen the structural strength of the wall frame 101 and play the role of reinforcing ribs. An anti-seismic frame 104 is also arranged between the side ribs 103. The anti-seismic frame 104 is made of light steel and is quickly installed between the mutually opposing side ribs 103 to form a connecting skeleton to strengthen the overall strength of the wall frame 101. When an earthquake occurs, the vibration can be effectively dispersed through the anti-seismic frame 104 to reduce the damage to the wall frame 101. The top of the wall frame 101 also includes

[0062] The top tight component 2 includes a top plate 201 attached to the top of the wall frame 101. The top plate 201 can be directly made of an earthquake-resistant plate. The front side of the wall frame 101 also includes

[0063] The triangular component 3 includes a triangular stabilizing plate 301 cast on the surface of the wall frame 101, and the surface of the triangular stabilizing plate 301 is fitted with an intermediate interlocking plate 302. A groove structure is provided at the connection surface between the intermediate interlocking plate 302 and the fireproof plate 303, so that the fireproof plate 303 can be placed inside the intermediate interlocking plate 302 for quick positioning to prevent deflection. The surface of the intermediate interlocking plate 302 is plugged with a fireproof plate 303, and the fireproof plate 303 directly faces the fire source for fire protection to prevent the wall from being cracked due to long-term baking. The rear side of the wall frame 101 also includes

[0064] The counterweight transfer assembly 4 includes 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 bottom, and the counterweight block 401 is attached to the surface of the wall frame 101. Handles 402 are rotatably provided on the front and rear sides of the counterweight block 401, so that the center of gravity direction can be adjusted by pulling the handle 402.

[0065] Specifically, the middle position of adjacent earthquake-resistant frames 104 is provided with

[0066] The telescopic rod 107 can be connected and positioned with the earthquake-resistant frame 104. The outer tube surface of the telescopic rod 107 is spirally penetrated with a fastening screw 108 that fits the inner rod. The fastening screw 108 is used to position the stretched length of the telescopic rod 107. The side ribs 103 are located inside the wall frame 101 and are arranged opposite to each other on the left and right. The side ribs 103 are arranged in an inverted triangle shape and are fixed in the same direction. The filling setting of the gap between the frames of the wall frame 101 can be made of lightweight aggregate concrete, aerated concrete blocks, foamed cement or lightweight concrete. The inner cavity of the wall frame 101 is filled and poured on the outer side of the earthquake-resistant frame 104. After solidification, the earthquake-resistant frame 104 is used as a skeleton to enhance the stability effect. The earthquake-resistant frame 104 adopts a light steel skeleton, and a frame through groove is opened on the surface of the earthquake-resistant frame 104 to facilitate the circulation of concrete. After pouring, the earthquake-resistant 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. The earthquake-resistant frame 104 and the side rib 103 inverted triangle base end are provided at the joint of the earthquake-resistant frame 104 and the side rib 103.

[0067] The clamping plate 109 is provided on the other side of the earthquake-resistant frame 104, and a corresponding plate structure is provided on the top and bottom of the earthquake-resistant frame 104.

[0068] The groove 110 has a pin 105 passing through one 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. The inside of the groove 110 is wrapped with an iron wire 106 tied to the outside of the earthquake-resistant frame 104. The iron wire 106 can be wrapped around the inside of the groove 110 and tightened to prevent the earthquake-resistant frame 104 from separating.

[0069] The gap between the top plate 201 and the wall frame 101 is filled with

[0070] The anti-seismic plate 207 is spliced, and the interior of the anti-seismic plate 207 is penetrated by an extended screw 202 that passes through the top plate 201. The extended screw 202 is adjusted and positioned by a top connection end 205. The top of the extended screw 202 is rotatably provided with a top connection end 205 cast on the top of the top plate 201, and the outer side of the extended screw 202 is plugged with a

[0071] A built-in sleeve 203 has side wings 208 welded on both sides of the bottom end. A notch 206 is provided on the middle side of the extended screw 202. A nut 204 is provided on the outer spiral of the extended screw 202 to support the bottom end surface of the top plate 201 in the raised state. A placement notch is provided at one corner of the nut 204. The nut 204 can be inserted into the notch 206 of the extended screw 202 through the notch, and can be installed on the outside of the extended screw 202 to facilitate installation operations.

[0072] The surface of the fireproof board 303 is adhered with adhesive mortar.

[0073] The facade 304 is provided with a mesh structure, and is filled with fireproof materials. The triangular stabilizing plate 301 and the middle interlocking plate 302 are both provided in a triangular shape to increase the protective effect and beautify the surface of the composite wall panel. The panels are spliced ​​and provided on the surface of the wall frame 101 to form a square panel, and the middle interlocking plate 302 is provided with a fireproof layer of a built-in steel plate structure, wherein the middle interlocking plate 302 can be made of a variety of different materials;

[0074] Depending on the region, you can choose: moisture-proof board or sound insulation board to provide dry moisture-proof effect or sound insulation effect;

[0075] The four corners of the triangular component 3 are all penetrated by multi-segment pins 305 and fixed by the multi-segment pins 305. A short rod 307 is fixedly provided on the right side of the multi-segment pin 305. The short rod 307 adopts a plastic structure to facilitate subsequent breaking. 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 pressed against the outer facade 304. The fastening ring 308 is installed on the outer side of the threaded portion 306 to position the outer facade 304 and strengthen the connection. The interior of the multi-segment pin 305 is penetrated by

[0076] Positioning rod 311, the positioning rod 311 is welded with an explosive fracture end 310 at the position between the short rods 307, the explosive fracture end 310 is made of oxidizing solid materials such as lead nitrate, and after being heated to above 500°C, it will explode and separate the multi-stage latch 305 and the threaded portion 306. The explosive fracture end 310 is welded with a heat conduction end 309 located on the surface of the threaded portion 306 through the rod body structure, and the bottom end of the triangular stabilizing plate 301 is hingedly provided with

[0077] The bottom buckle 312 has a buckle 313 fixedly disposed at the end thereof for clamping with the fireproof board 303, and a deformable steel or rubber structure is disposed at the end position of the buckle 313, and corresponding anti-slip grooves are provided at the corresponding bottom ends of the fireproof board 303, and the anti-slip grooves at the bottom ends of the fireproof board 303 are clamped into the outer sides of the buckle 313 to be tightened and positioned. After the restraint is lost, the fireproof board 303 can be deflected and covered from above, and after the triangular assembly 3 is spliced, the bottom buckle 312 is located inside the anti-slip groove corresponding to the fireproof board 303 to lock and prevent slipping, and the anti-slip structure design makes it easier to install the fireproof board 303.

[0078] The rear center of the wall frame 101 is screw-fixed with

[0079] The vertical groove 409 is provided with a lock 407 that fits the wall frame 101 on the outside of the vertical groove 409. A limit screw 408 is provided in the middle of the vertical groove 409 to be placed outside the vertical groove 409. The bottom end of the limit screw 408 is rotatably provided with a rotating part 406. The bottom end of the rotating part 406 is rotatably provided with a

[0080] A triangular rod 405 is provided with a broken groove at the middle horizontal rod position inside the triangular rod 405 at the connecting part 404, so as to facilitate pulling open the triangular rod 405, separating it from the connecting part 404, and disassembling the counterweight 401. A connecting part 404 cast and formed with the counterweight 401 is slidingly provided on the outer side of the triangular rod 405. A buffer layer 403 that fits the wall frame 101 is embedded in a corner of the counterweight 401 close to the wall frame 101. When the buffer layer 403 can contact the wall frame 101, it can avoid impact damage to the wall frame 101. The counterweight 401 is made of concrete, and the bottom of the counterweight 401 is arranged in an arc shape and the top is arranged in a triangular shape. The triangular shape of the counterweight 401 can provide a larger deflection range.

[0081] Among them, the steps of pouring concrete and erecting frames used in the construction of composite wall panels are existing technologies and will not be repeated here.

[0082] The working principle of the technical solution provided by the present invention is as follows:

[0083] During the construction and production stage of composite wall panels:

[0084] Concrete can be poured into the mold. First, the reinforcing ribs 102 and the side ribs 103 inside the wall frame 101 are processed to form a shape. The strength of the wall frame 101 is strengthened by the reinforcing ribs 102 and the side ribs 103. After solidification and cooling, the formed earthquake-resistant frame 104 structures are spliced ​​into groups of two. First, one group is placed between two opposing side ribs 103. The two pieces of earthquake-resistant frame 104 structures are moved to the base surface of the side rib 103 by stretching or shortening the telescopic rod 107 in the middle. The clamping plate 109 structure is clamped and positioned, and the fastening screw 108 structure on the outer tube surface of the telescopic rod 107 is tightened to locate the distance between adjacent earthquake-resistant frames 104. After the earthquake-resistant frame 104 structure is removed from the outside of the opposite side ribs 103, the earthquake-resistant frame 104 is pulled out, and the iron wire 106 is wound around the inside of the grooves 110 at the upper and lower ends of the earthquake-resistant frame 104, and after the iron wire 106 is tightened, it is reinserted into the outside of the adjacent side ribs 103 to form a skeleton. According to the above operation, all the multiple groups of earthquake-resistant frames 104 are assembled. The assembled whole is placed between the side ribs 103 of the wall frame 101 to form a skeleton structure inside the wall frame 101 to strengthen the strength of the wall frame 101. Finally, concrete is poured into the wall frame 101, and a reserved installation hole can be opened on the rear side of the wall frame 101, and the built-in sleeve 203 in the top tight component 2 is placed inside the concrete to cool and solidify together, providing a connection point for the installation of the top plate 201. At this time, the main body of the composite wall panel has been prefabricated. Afterwards, the middle interlocking plate 302 in the triangular component 3 can be made of different materials according to the construction and use area and use environment of the composite wall panel. In areas with high temperature and frequent fires, fire-proof concrete material can be used. In areas with high humidity, it can be replaced with a dry board material. In an environment where sound insulation is required, it can be replaced with a sound insulation material. Before the construction and transportation of the composite wall panel, the triangular component 3 is spliced ​​into a whole through a multi-segment latch 305 structure.

[0085] After the composite wall panel is prefabricated, it can be transported to the construction site for on-site frame construction. The composite wall panel without changing its overall shape can reduce the difficulty of transporting the composite wall panel and reduce the transportation cost. After the composite wall panel is hoisted to the construction floor, the counterweight block 401 in the counterweight transfer assembly 4 is installed to the outside of the limiting screw 408 inside the rear center reserved installation hole of the wall frame 101 in the composite wall panel through the lock buckle 407 structure to limit the counterweight block 401. In the process of transferring the composite wall panel to the interior of the construction frame:

[0086] Since large-scale handling equipment cannot enter the interior of the construction floor, the composite wall panels need to be manually handled. After adding the counterweight block 401, the transfer center of the composite wall panels can be moved downward. For the moving operation, a handling personnel tilts and supports the composite wall panels, and auxiliary personnel on both sides need to cooperate to pull the handles 402 on the sides of the counterweight block 401 and assist in supporting the composite wall panels. By continuously swinging the composite wall panels, the bottom of the composite wall panels is transferred into the interior of the frame. Through the connection between the top connection part 404 of the counterweight block 401 and the triangular rod 405, it is swung under the lock 407. Through the swing of the counterweight block 401, the composite wall panels can be driven to transfer into the interior of the frame of the floor. The construction and use are more convenient, and the unstable center of gravity or the offset of the composite wall panels and the frame are reduced. It is very suitable for adjusting the center of gravity of the composite wall panels during the continuous transfer near the frame until they enter the interior of the frame. After the transfer is completed, the counterweight block 401 can be removed from the outside of the limit screw 408.

[0087] During the connection process of the composite wall panel and the top of the frame, the top plate 201 in the prefabricated top tightening component 2 can be lifted, the top connecting end 205 at the top of the top plate 201 can be tightened and rotated into the installation hole punched in the frame, and tightened to position, and the composite wall panel is preset. At the same time, the nut 204 is inserted from the slot 206 into the outside of the extension screw 202, and the support is tightened under the top plate 201 to position the top plate 201, and the spliced ​​seismic plate 207 is spliced ​​on the outside of the extension screw 202, and the gap between the top plate 201 and the wall frame 101 is filled and coated with concrete to fix it, so that it can be more conveniently installed inside building frames of different sizes to avoid the problem that the size of the composite wall panel does not meet the requirements, the composite wall panel cannot be installed, or the gap is narrow and the installation is difficult.

[0088] After the construction is completed, a mesh is adhered to the surface of the fireproof board 303 and smeared with concrete. The mesh is adhered to the outside of the fireproof board 303 to form an external facade 304 structure. In the event of a fire, the external facade 304 is heated, and the heat conduction end 309 in the holes on the surface will conduct the heat to the middle position of the positioning rod 311 through the heat conduction end 309 when heated for a long time. The blasting fracture end 310 at the connection between the multi-stage pin 305 and the threaded part 306 is continuously heated. When the temperature reaches above 500°C, an explosion reaction will occur. Since it is arranged inside the wall, only the threaded part 306 and the multi-section pin 305 connecting structure and the short rod 307 will be exploded and broken, and the facade 304 and the fireproof board 303 positioned on the surface by the fastening ring 308 will lose their limit. The fireproof board 303 is controlled by gravity to deflect upward under the connection of the bottom buckle 312 and the buckle 313, so as to suppress the fire source, thereby providing more use effects for the use of composite wall panels.

[0089] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0090] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A new type of dense-ribbed shock-absorbing composite wallboard for frame structure, characterized by: The composite wall panel reinforcement component (1) includes a composite wall panel reinforcement component (1) including a frame body A wall frame (101), wherein a reinforcing rib (102) is cast in the middle of the inner wall of the wall frame (101), side ribs (103) are cast evenly on both sides of the inner wall of the wall frame (101), an anti-seismic frame (104) is further provided between the side ribs (103), and the top of the wall frame (101) further includes A top tightening assembly (2), the top tightening assembly (2) comprising a top plate (201) attached to the top of the wall frame (101), and the front side of the wall frame (101) further comprising A triangular assembly (3), the triangular assembly (3) comprising a triangular stabilizing plate (301) cast on the surface of the wall frame (101), an intermediate interlocking plate (302) being fitted on the surface of the triangular stabilizing plate (301), a fireproof plate (303) being inserted on the surface of the intermediate interlocking plate (302), and the rear side of the wall frame (101) further comprising A counterweight transfer assembly (4), the counterweight transfer assembly (4) comprising a counterweight block (401) used as a counterweight, and the counterweight block (401) is attached to the surface of the wall frame (101), and handles (402) are rotatably provided on both the front and rear sides of the counterweight block (401).

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

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 in the middle of the wall frame (101) can be made of lightweight aggregate concrete, aerated concrete blocks, foamed cement or lightweight concrete, etc. The earthquake-resistant frame (104) adopts a light steel skeleton, and a frame through groove is opened on the surface of the earthquake-resistant frame (104). The earthquake-resistant 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: The anti-seismic frame (104) and the inverted triangle base end of the side rib (103) are provided with a welding device which is arranged with the anti-seismic frame (104). A clamping plate (109) is provided, and a corresponding plate-like structure is provided on the other side of the earthquake-resistant 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 of the earthquake-resistant frame (104) are both provided with A groove (110), wherein a pin (105) is provided through a side of the groove (110) close to the side rib (103), and the pin (105) penetrates the side rib (103) and is nailed into the inside, and an iron wire (106) tied to the outside of the earthquake-resistant 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) when the top plate (201) is raised is filled with A spliced ​​earthquake-resistant plate (207) is provided with an extended screw rod (202) passing through the top plate (201) inside the spliced ​​earthquake-resistant 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 is characterized in that: A screw cap cast inside the wall frame (101) is inserted and provided at the lower outer side of the extended screw rod (202). A built-in sleeve (203), the bottom of which is welded with side wings (208) on both sides, a notch (206) is provided on the middle side of the extended screw (202), the outer spiral of the extended screw (202) is provided with a nut (204) supporting 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: The surface of the fireproof board (303) is adhered with a The outer facade (304) is configured as a mesh structure, and is filled with fireproof material. The triangular stabilizing plate (301) and the middle embedded plate (302) are both configured as triangular shapes, and are spliced ​​together on the surface of the wall frame (101) to form a square plate, and the middle embedded plate (302) is configured as a fireproof layer of a built-in steel plate structure, wherein the middle embedded plate (302) can be made of a variety of different materials; According to different regions, you can choose: moisture-proof board or sound insulation board; The four corners of the triangular component (3) are all penetrated by a multi-section latch (305) and fixed by the multi-section latch (305); a short rod (307) is fixedly provided on the right side of the multi-section latch (305); a threaded portion (306) is fixedly provided on the other end of the short rod (307); and a fastening ring (308) is spirally provided on the outer side of the threaded portion (306) and is pressed against the outer facade (304).

9. The novel multi-ribbed shock-absorbing composite wallboard for frame structure according to claim 8 is characterized in that: The multi-section latch (305) is provided with a A positioning rod (311) is welded with an explosive fracture end (310) at a position between the short rods (307), the explosive fracture end (310) is made of an oxidizing solid material such as lead nitrate, and the explosive fracture end (310) is welded with a heat conduction end (309) located on the surface of the threaded portion (306) through a rod body structure. 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 board (303), and a deformable steel or rubber structure is arranged at the end position of the buckle (313), and corresponding anti-slip grooves are opened at the corresponding bottom ends of the fireproof board (303), and the triangular assembly (3) is locked and prevented from slipping by the bottom buckle (312) located inside the corresponding anti-slip groove of the (303) after the splicing is completed.

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

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