An assembled integral combined shell component and production method

Abstract

The present invention relates to an assembled integral composite shell member and a production method, belonging to the technical field of prefabricated buildings. It is composed of a perforated inorganic plate shell, a plate shell connection skeleton, distributed plate shell connectors, and a clamping and fixing device; distributed post-cast rigid connection points are arranged on the perforated inorganic plate shell; the clamping and fixing device includes a clamping device and a fixing device; the production steps are as follows: manufacturing the perforated inorganic plate shell and curing it, manufacturing the plate shell connection skeleton, pre-assembling the perforated inorganic plate shell and the plate shell connection skeleton with holes aligned, setting the clamping and fixing device, and curing the post-cast slurry until the strength meets the standard to form distributed post-cast rigid connection points, then the member can be assembled. The present invention can complete the production of the two wings of the inner and outer corners of L-shaped and T-shaped members at one time, simplify the precast formwork method, improve production efficiency, reduce production costs, realize the assembly at the edge of the building structure, improve the assembly rate of the building structure, and contribute to the industrial promotion and application of the assembled integral composite shell member.

Description

Technical Field

[0001] The present invention relates to an assembled integral composite shell member and a production method, belonging to the technical field of prefabricated buildings. Background Art

[0002] At present, the country is vigorously promoting the production mode of building industrialization, and various prefabricated building systems are emerging continuously. Among them, the assembled integral composite shell member has gradually come into people's view in recent years.

[0003] The assembled integral composite shell member has the advantages of light member quality, high assembly efficiency, good splicing effect, etc. After pouring concrete, the formed wall has the characteristics of full assembly, good integrity and high seismic performance. In the existing patents, an assembled member with integrated steel bars and formwork is disclosed, and the member is produced by the method of anchoring and tensioning connectors with cast-in-place formwork materials. This production method has a large amount of wet work, and it is extremely inconvenient to distribute the formwork materials. Especially for special-shaped members such as L-shaped and T-shaped members, it is necessary to rely on complex formwork tables and special distributing equipment to complete the production. Moreover, for L-shaped and T-shaped members, the two wings of the external corner formwork and the internal corner formwork are cast in two times, and there is a casting cold joint between the two wings, and the integrity is not good. A large number of embedded parts are required for the connection of the internal and external corners. Therefore, it is necessary to further study the structure and production method of the assembled integral composite shell member. Summary of the Invention

[0004] In view of the above problems of the prior art, the present invention provides an assembled integral composite shell member and a production method, which are used to realize the industrial application of the assembled integral composite shell member and solve the problems of wet work, extremely inconvenient distribution of formwork materials, casting cold joints and poor integrity existing in the assembled integral composite shell member.

[0005] In order to solve the above technical problems, the present invention adopts the following technical solutions:

[0006] An assembled integral composite shell member, which is composed of a perforated inorganic plate shell, a plate shell connection skeleton and distributed plate shell connectors; distributed post-cast rigid connection points are arranged on the perforated inorganic plate shell.

[0007] The plate shell connection skeleton is composed of multiple pieces of shear wall stress steel bars; each piece of shear wall stress steel bar is composed of a skeleton longitudinal bar and a skeleton horizontal bar, and connection nodes are formed at the intersections of the skeleton longitudinal bar and the skeleton horizontal bar.

[0008] The distributed plate shell connectors are connected between the connection nodes of multiple pieces of shear wall stress steel bars, and distributed post-cast rigid connection point baffles and end caps are respectively arranged at both ends thereof.

[0009] The perforated inorganic plate shell is fixed on both sides of the plate shell connection framework through distributed plate shell connectors; the distributed post-cast rigid connection point baffle is abutted against the inner side of the perforated inorganic plate shell, and the end cap is inserted into the distributed post-cast rigid connection points arranged on the perforated inorganic plate shell; it is combined with the perforated inorganic plate shell through the distributed post-cast rigid connection points to form a semi-closed cavity; among them, the distributed post-cast rigid connection points are rigid connection points formed after the perforated inorganic plate shell and the plate shell connection framework are pre-assembled, and the holes on the perforated inorganic plate shell are blocked with post-cast slurry and then solidified.

[0010] Furthermore, it further includes a clamping and fixing device, and the clamping and fixing device includes a clamping device and a fixing device. The clamping device includes a mounting plate, a movable rod, a fixing plate, a screw rod and a clamping plate; the mounting plate and the clamping plate are respectively installed on the outer sides of two perforated inorganic plate shells, and a fixing plate is fixedly connected to the outer side of the clamping plate; a movable rod is connected between the fixing plate and the mounting plate, and the clamping plate is movably sleeved on the movable rod; one end of the screw rod is provided with a rotating disk, and the other end passes through the threaded hole on the fixing plate and is fixed to the clamping plate, and by rotating the rotating disk, the clamping plate is pushed to clamp the perforated inorganic plate shell; the fixing device includes a bottom plate, an inclined rod and a support plate; the bottom plate is fixed on the outer side of the perforated inorganic plate shell, the top of the bottom plate is movably installed with an inclined rod, the top of the inclined rod is fixedly installed with a mounting disk, and a support plate is limited and fixed on the top of the mounting disk, and the support plate is attached to the outer surface of the perforated inorganic plate shell.

[0011] Furthermore, the assembled integral combined shell member is a linear member, an L-shaped member or a T-shaped member; the linear member contains two linear perforated inorganic plate shells, the L-shaped member contains an L-shaped outer corner perforated inorganic plate shell and an L-shaped inner corner perforated inorganic plate shell respectively, and the T-shaped member contains a linear perforated inorganic plate shell 1 and two L-shaped inner corner perforated inorganic plate shells.

[0012] Furthermore, the perforated inorganic plate shell is formed in one time, with a thickness of 20 - 30 mm, and is distributed with a number of frustum-shaped holes. The inner shrinkage holes of the frustum-shaped holes are on the inner surface of the perforated inorganic plate shell, and the outer expansion holes are on the outer surface of the perforated inorganic plate shell.

[0013] Furthermore, the end cap is a T-shaped nut or a thickened end; the distributed post-cast rigid connection point baffle is an organic baffle or an inorganic baffle; the distributed plate shell connectors are made of non-organic materials.

[0014] Furthermore, a clamping plate that cooperates with the perforated inorganic plate shell is fixedly installed on one side of the clamping plate, and a protective pad is pasted on the inner side of the clamping plate.

[0015] Furthermore, the bottom plate and the inclined rod are fixedly installed through a mounting seat, and the mounting disk and the support plate are limited and fixed through a fixing knob.

[0016] Furthermore, a fixed anchor is movably installed at the bottom of the base plate, and an anti-slip pad is fixedly installed at the bottom of the base plate.

[0017] The production method of the above-mentioned assembled integral combined shell member, the production steps are as follows:

[0018] Step 1: Select the size of the perforated inorganic plate shell according to the drawing requirements and manufacture it until the strength reaches the standard.

[0019] Step 2: Bind the plate shell connection skeleton according to the drawing requirements and fix the distributed plate shell connectors at the specified positions on the plate shell connection skeleton.

[0020] Step 3: Insert all the distributed plate shell connectors on the plate shell connection skeleton into the frustum-shaped holes on both sides of the perforated inorganic plate shell correspondingly.

[0021] Step 4: Set a clamping and fixing device on the outside of the perforated inorganic plate shell to position and clamp the perforated inorganic plate shell, the plate shell connection skeleton and the distributed plate shell connectors.

[0022] Step 5: Mix the post-cast slurry on site, use tools to block the frustum-shaped holes, and wait for it to solidify until the strength reaches the standard to form distributed post-cast rigid joints, thus forming an assembled integral combined shell member.

[0023] Step 6: Remove the clamping and fixing device.

[0024] Furthermore

[0025] In the above Step 1, select a special formwork for producing the perforated inorganic plate shell according to the drawing requirements, clean the formwork, adjust the position of the circular bosses on the formwork, fasten the bosses, apply a release agent on the formwork surface and the bosses in contact with the perforated inorganic plate shell material, mix the perforated inorganic plate shell raw materials and place them on the formwork, cure until the strength reaches the standard, and demold for later use.

[0026] In the above Step 2, bind the shear wall stress-bearing steel bars, fix the distributed plate shell connectors according to the positions of the frustum-shaped holes, and by rotating the distributed post-cast rigid joint baffle, enable the distributed post-cast rigid joint baffle to move on the distributed plate shell connectors in the thread direction, so as to adjust the distance between the perforated inorganic plate shells. At the same time, make the distributed post-cast rigid joint baffles and end caps at both ends of the distributed plate shell connectors fit with the frustum-shaped holes opened on the perforated inorganic plate shell.

[0027] In the above Step 3, distribute the perforated inorganic plate shells on the side of the plate shell connection skeleton, make the ends of the distributed plate shell connectors correspond to the frustum-shaped holes on the perforated inorganic plate shell, extend the distributed plate shell connectors into the interior of the frustum-shaped holes, install the end caps at the ends of the distributed plate shell connectors to fix the perforated inorganic plate shells, adjust the positions, and perform pre-assembly.

[0028] In the fourth step, by flipping the mounting plate, the movable rod is kept perpendicular to the installed perforated inorganic plate shell. By rotating the rotating disc, the screw rod can be driven to rotate synchronously, so that the clamping plate outside the screw rod can move along the thread direction of the screw rod, enabling the clamping plate to easily fit with the perforated inorganic plate shell, facilitating the fixation between two perforated inorganic plate shells. At the same time, by installing the bottom plate at a suitable position on the perforated inorganic plate shell and fitting the support plate with the perforated inorganic plate shell by rotating the fixing knob, the right angle and flat angle can be conveniently adjusted to easily adapt to the perforated inorganic plate shells of linear components, L-shaped components or T-shaped components. Meanwhile, by using the fixing anchor to fix the bottom plate to the ground to prevent the bottom plate from shifting, better support can be provided.

[0029] The present invention has achieved the following beneficial effects:

[0030] By means of the cast-in-place joint, the precast formwork and the precast formwork connector are connected into a whole, and the shear wall reinforcement is attached to the precast formwork connector. This method can complete the production of the two wings of the internal and external corners of L-shaped and T-shaped components at one time, which can simplify the precast formwork method, improve production efficiency and reduce production costs. Through the production method in the above related technologies, the assembly at the edge of the building structure can be realized, the assembly rate of the building structure can be improved, which can help the assembled integral composite shell component to achieve industrial promotion and application. By flipping the mounting plate, the clamping plate outside the screw rod can move along the thread direction of the screw rod, enabling the clamping plate to easily fit with the perforated inorganic plate shell, facilitating the fixation between two perforated inorganic plate shells. At the same time, by installing the bottom plate at a suitable position on the perforated inorganic plate shell and fitting the support plate with the perforated inorganic plate shell by rotating the fixing knob, the right angle and flat angle can be conveniently adjusted to easily adapt to the perforated inorganic plate shells of L-shaped, T-shaped and linear types. By using the fixing anchor to fix the bottom plate to the ground, better support can be provided. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Figure 1 is a three-dimensional schematic diagram of the linear composite shell component of the present application;

[0032] Figure 2 is a top view schematic diagram of the linear composite shell component of the present application;

[0033] Figure 3 is a cross-sectional schematic diagram of the linear composite shell component of the present application;

[0034] Figure 4 is a schematic diagram of the connection skeleton of the linear component plate shell;

[0035] Figure 5 is a partial structural schematic diagram of the distributed plate shell connector;

[0036] Figure 6It is a schematic diagram showing the comparison before and after grout plugging of the frustum-shaped holes on the formwork shell;

[0037] Figure 7 It is a schematic diagram of the structure of the clamping device of the present application;

[0038] Figure 8 It is a schematic diagram of the structure of the fixing device of the present application.

[0039] Figure 9 It is a three-dimensional schematic diagram of the L-shaped combined shell member of the present application;

[0040] Figure 10 It is a schematic diagram of the L-shaped plate-shell connection skeleton of the present application;

[0041] Figure 11 It is a schematic cross-sectional view of the L-shaped combined shell member of the present application;

[0042] Figure 12 It is a three-dimensional structure schematic diagram of the T-shaped combined shell member of the present application;

[0043] Figure 13 It is a schematic cross-sectional view of the T-shaped combined shell member of the present application;

[0044] Figure 14 It is a schematic diagram of the T-shaped plate-shell connection skeleton of the present application.

[0045] Reference numerals: 1, straight-line member perforated inorganic plate shell; 2, straight-line plate-shell connection skeleton; 201, longitudinal bars of straight-line plate-shell connection skeleton; 202, horizontal bars of straight-line plate-shell connection skeleton; 3, distributed plate-shell connectors; 31, distributed post-cast rigid connection point baffles; 32, end caps; 4, distributed post-cast rigid connection points; 5, L-shaped member outer corner perforated inorganic plate shell; 6, L-shaped member inner corner perforated inorganic plate shell; 7, L-shaped plate-shell connection skeleton; 701, horizontal bars of L-shaped plate-shell connection skeleton; 702, longitudinal bars of L-shaped plate-shell connection skeleton; 801, first inner corner perforated inorganic plate shell of T-shaped member; 802, second inner corner perforated inorganic plate shell of T-shaped member; 9, precast straight-line perforated inorganic plate shell of T-shaped member; 10, T-shaped plate-shell connection skeleton; 101, horizontal bars of T-shaped plate-shell connection skeleton; 102, longitudinal bars of T-shaped plate-shell connection skeleton; 11, frustum-shaped holes on the perforated inorganic plate shell; 12, rotating shaft; 1201, mounting plate; 1202, movable rod; 1203, fixing plate; 1204, screw rod; 1205, clamping plate; 1206, engaging plate; 1207, rotating disk; 13, bottom plate; 1301, mounting seat; 1302, inclined rod; 1303, mounting disk; 1304, fixing knob; 1305, support plate; 1306, fixing anchor. Detailed implementation manners

[0046] The following is combined with the attached Figure 1 - attached Figure 14A further detailed description of the present application is provided below.

[0047] Embodiment 1

[0048] As Figures 1-8 shown, an assembled integral combined shell member in this embodiment is linear. This member is composed of two linear perforated inorganic plate shells 1, a linear plate shell connection framework 2, distributed plate shell connectors 3, and a clamping and fixing device. Distributed post-cast rigid connection points 4 are provided on the perforated inorganic plate shells. The linear plate shell connection framework 2 is composed of multiple shear wall stress-bearing steel bars. Each shear wall stress-bearing steel bar is composed of a linear plate shell connection framework longitudinal bar 201 and a linear plate shell connection framework horizontal bar 202. Connection nodes are formed at the intersections of the linear plate shell connection framework longitudinal bar 201 and the linear plate shell connection framework horizontal bar 202. The distributed plate shell connectors 3 are connected between the connection nodes of multiple shear wall stress-bearing steel bars, and distributed post-cast rigid connection point baffles 31 and end caps 32 are respectively extended and provided at both ends, as Figures 5-6 shown.

[0049] As Figures 1-6 shown, the linear perforated inorganic plate shells 1 are fixed on both sides of the linear plate shell connection framework 2 through the distributed plate shell connectors 3. The distributed post-cast rigid connection point baffles 31 are abutted against the inner sides of the linear perforated inorganic plate shells 1, and the end caps 32 are inserted into the distributed post-cast rigid connection points 4 provided on the linear perforated inorganic plate shells 1. The distributed post-cast rigid connection points 4 are combined with the linear perforated inorganic plate shells 1 to form a semi-closed cavity. Among them, the distributed post-cast rigid connection points 4 are rigid connection points formed after pre-assembling the linear perforated inorganic plate shells 1 and the linear plate shell connection framework 2 and then using post-cast slurry to seal the holes on the perforated inorganic plate shells and solidifying.

[0050] As Figures 7-8 shown, the clamping and fixing device includes a clamping device and a fixing device. As Figure 7 shown, the clamping device includes a mounting plate 1201, a movable rod 1202, a fixing plate 1203, a screw rod 1204, and a clamping plate 1205. The mounting plate 1201 and the clamping plate 1205 are respectively installed on the outer sides of two perforated inorganic plate shells. A fixing plate 1203 is fixedly connected to the outer side of the clamping plate 1205. The fixing plate 1203 and the mounting plate 1201 are connected with a movable rod 1202, and the clamping plate 1205 is movably sleeved on the movable rod 1202. One end of the screw rod 1204 is provided with a rotating disk 1207, and the other end passes through a threaded hole on the fixing plate 1203 and is fixed to the clamping plate 1205. By rotating the rotating disk 1207, the clamping plate 1205 is pushed to clamp the perforated inorganic plate shell. The clamping device can rotate and be freely disassembled, without affecting the bar emergence of the linear plate shell connection framework horizontal bar 202 and the installation of adjacent linear perforated inorganic plate shells 1.

[0051] As shown Figure 8 in the figure, the fixing device includes a bottom plate 13, an inclined rod 1302, and a support plate 1305. The bottom plate 13 is fixed on the outer side of the perforated inorganic plate shell. The inclined rod 1302 is movably installed on the top of the bottom plate 13. The installation disk 1303 is fixedly installed on the top of the inclined rod 1302. The support plate 1305 is fixedly installed in a limited manner on the top of the installation disk 1303, and the support plate 1305 is attached to the outer surface of the perforated inorganic plate shell. One side of the clamping plate 1205 is fixedly installed with a clamping plate 1206 that cooperates with the perforated inorganic plate shell, and a protective pad is pasted on the inner side of the clamping plate 1206. The bottom plate 13 and the inclined rod 1302 are fixedly installed through a mounting seat 1301, and the installation disk 1303 and the support plate 1305 are fixedly installed in a limited manner through a fixing knob 1304. A fixing anchor 1306 is movably installed at the bottom of the bottom plate 13, and an anti-slip pad is fixedly installed at the bottom of the bottom plate 13.

[0052] In this embodiment, the perforated inorganic plate shell is formed in one piece with a thickness of 20 mm. A number of frustum-shaped holes 11 are distributed thereon. The inner shrinking holes of the frustum-shaped holes 11 are on the inner surface of the perforated inorganic plate shell, and the outer expanding holes are on the outer surface of the perforated inorganic plate shell. The end cap 32 is a T-shaped nut, which is the force-bearing failure expanding end. The distributed post-cast rigid connection point baffle 31 is an organic baffle and is used as a hole-blocking baffle.

[0053] The distributed plate shell connector 3 is made of non-organic material.

[0054] The production method of the above-mentioned assembled integral composite shell component has the following production steps:

[0055] Step 1: Select the size of the perforated inorganic plate shell according to the drawing requirements and manufacture and cure it until the strength reaches the standard.

[0056] Select a special mold table for producing the perforated inorganic plate shell according to the drawing requirements, clean the mold table, adjust the position of the circular convex platform on the mold table, fasten the convex platform, apply a release agent on the mold table surface and the convex platform in contact with the perforated inorganic plate shell material, mix the raw materials of the perforated inorganic plate shell and spread them on the mold table, cure until the strength reaches the standard, and demold for later use.

[0057] Step 2: Bind the linear plate shell connection skeleton 2 according to the drawing requirements and fix the distributed plate shell connectors 3 at the specified positions on the plate shell connection skeleton 2.

[0058] Bind the shear wall stress-bearing steel bars, fix the distributed plate shell connectors 3 according to the positions of the frustum-shaped holes 11, and rotate the distributed post-cast rigid connection point baffle 31 so that the distributed post-cast rigid connection point baffle 31 can move on the distributed plate shell connector 3 in the thread direction to adjust the distance between the perforated inorganic plate shells. At the same time, make the distributed post-cast rigid connection point baffles 31 and end caps 32 at both ends of the distributed plate shell connector 3 fit with the frustum-shaped holes 11 opened on the perforated inorganic plate shell.

[0059] Step 3: Insert all the distributed plate-shell connectors 3 on the linear plate-shell connection skeleton 2 into the frustum-shaped holes 11 of the inorganic plate-shells with holes on both sides correspondingly.

[0060] Distribute the inorganic plate-shells with holes on the side of the plate-shell connection skeleton 2, making the ends of the distributed plate-shell connectors 3 correspond to the frustum-shaped holes 11 on the inorganic plate-shells with holes, extending the distributed plate-shell connectors 3 into the interior of the frustum-shaped holes 11, and installing the end caps 32 at the ends of the distributed plate-shell connectors 3 to fix the inorganic plate-shells with holes. Adjust the positions and perform pre-assembly.

[0061] Step 4: Set up a clamping and fixing device outside the inorganic plate-shells with holes to position and clamp the inorganic plate-shells with holes, the linear plate-shell connection skeleton 2, and the distributed plate-shell connectors 3.

[0062] By flipping the mounting plate 1201, keep the movable rod 1202 perpendicular to the installed inorganic plate-shells with holes. By rotating the rotating disc 1207, the screw rod 1204 can be driven to rotate synchronously, so that the clamping plate 1205 outside the screw rod 1204 can move along the thread direction of the screw rod 1204, enabling the clamping plate 1205 to easily fit with the inorganic plate-shells with holes, facilitating the fixation between the two inorganic plate-shells with holes. At the same time, use the bottom plate 13 to be installed at a suitable position on the inorganic plate-shells with holes, and by rotating the fixing knob 1304, the support plate 1305 is fitted with the inorganic plate-shells with holes, which can easily adjust the right angle and flat angle to conveniently adapt to the inorganic plate-shells with holes of linear members, L-shaped members or T-shaped members. Meanwhile, use the fixed anchor 1306 to fix the bottom plate 13 on the ground to prevent the bottom plate 13 from shifting and provide better support.

[0063] Step 5: Mix the post-cast slurry on-site, use tools to block the frustum-shaped holes 11, and wait for it to solidify until the strength reaches the standard to form the distributed post-cast rigid joints 4, thus forming a linear assembled integral composite shell member.

[0064] Step 6: Remove the clamping and fixing device.

[0065] Embodiment 2

[0066] As Figures 9-11 shown, this embodiment discloses an assembled integral composite shell L-shaped member and its production method. The assembled integral composite shell L-shaped member is composed of an L-shaped member external corner inorganic plate-shell with holes 5, an L-shaped member internal corner inorganic plate-shell with holes 6, an L-shaped plate-shell connection skeleton 7, and distributed post-cast rigid joints 4. The L-shaped member external corner inorganic plate-shell with holes 5, the L-shaped member internal corner inorganic plate-shell with holes 6, and the L-shaped plate-shell connection skeleton 7 are combined into a whole through the distributed plate-shell connectors 3 and the distributed post-cast rigid joints 4, and the distributed plate-shell connectors 3 are attached to the L-shaped plate-shell connection skeleton 7.

[0067] In this embodiment, the L-shaped member external corner perforated inorganic plate shell 5, the L-shaped member internal corner perforated inorganic plate shell 6, and the L-shaped plate shell connection skeleton 7 respectively replace the straight member perforated inorganic plate shell 1 and the straight plate shell connection skeleton 2 in Embodiment 1. The L-shaped plate shell connection skeleton 7 is composed of a combination of shear wall stress bars. Each shear wall stress bar is composed of an L-shaped plate shell connection skeleton horizontal bar 701 and an L-shaped plate shell connection skeleton longitudinal bar 702. Connection nodes are formed at the intersections of the L-shaped plate shell connection skeleton horizontal bar 701 and the L-shaped plate shell connection skeleton longitudinal bar 702. The distributed plate shell connectors 3 are connected and arranged between the connection nodes of multiple shear wall stress bars. The connection methods and production methods of other structures and components in this embodiment are the same as those in Embodiment 1, and will not be elaborated here.

[0068] Embodiment 3

[0069] As Figures 12-14 shown, this embodiment discloses an assembled integral composite shell T-shaped member and a production method thereof. It is composed of a T-shaped member first internal corner perforated inorganic plate shell 801, a T-shaped member second internal corner perforated inorganic plate shell 802, a T-shaped member precast straight perforated inorganic plate shell 9, a T-shaped plate shell connection skeleton 10, and a distributed post-cast rigid connection point 4.

[0070] The T-shaped member first internal corner perforated inorganic plate shell 801, the T-shaped member second internal corner perforated inorganic plate shell 802, the T-shaped member precast straight perforated inorganic plate shell 9, and the T-shaped plate shell connection skeleton 10 are combined into a whole through the distributed plate shell connectors 3 and the distributed post-cast rigid connection points 4. The distributed plate shell connectors 3 are attached to the T-shaped plate shell connection skeleton 7. The T-shaped member precast straight perforated inorganic plate shell 9 is arranged on the outside, and the first internal corner perforated inorganic plate shell 801 and the T-shaped member second internal corner perforated inorganic plate shell 802 are arranged oppositely on the inside. The connection methods and production methods of other structures and components in this embodiment are the same as those in Embodiment 1, and will not be elaborated here.

[0071] For those skilled in the art, it is obvious that the present invention is not limited to the details of the above exemplary embodiments, and can be implemented in other specific forms without departing from the spirit or basic characteristics of the present invention. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-limiting. The scope of the present invention is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be included in the present invention. Any reference signs in the claims should not be regarded as limiting the claimed rights.

Claims

1. An assembled integral combined shell member, characterized in that: The component is composed of a perforated inorganic plate shell, a plate shell connection framework, and distributed plate shell connectors (3); distributed post-cast rigid connection points (4) are arranged on the perforated inorganic plate shell; The plate shell connection framework is composed of multiple shear wall stress-bearing steel bars; each shear wall stress-bearing steel bar is composed of a framework longitudinal bar and a framework horizontal bar, and connection nodes are formed at the intersections of the framework longitudinal bar and the framework horizontal bar; The distributed plate shell connectors (3) are connected and arranged between the connection nodes of multiple shear wall stress-bearing steel bars, and distributed post-cast rigid connection point baffles (31) and end caps (32) are respectively extended and arranged at both ends thereof; The perforated inorganic plate shell is fixed on both sides of the plate shell connection framework through the distributed plate shell connectors (3); the distributed post-cast rigid connection point baffles (31) are abutted against the inner side of the perforated inorganic plate shell, and the end caps (32) are inserted into the distributed post-cast rigid connection points (4) arranged on the perforated inorganic plate shell; the distributed post-cast rigid connection points (4) are combined with the perforated inorganic plate shell to form an integral body, thereby forming a semi-closed cavity; among them, the distributed post-cast rigid connection points (4) are rigid connection points formed after the perforated inorganic plate shell and the plate shell connection framework are pre-assembled, and the holes on the perforated inorganic plate shell are blocked with post-cast slurry and then solidified; It further includes a clamping and fixing device, and the clamping and fixing device includes a clamping device and a fixing device; the clamping device includes a mounting plate (1201), a movable rod (1202), a fixing plate (1203), a screw rod (1204), and a clamping plate (1205); the mounting plate (1201) and the clamping plate (1205) are respectively installed on the outer sides of two perforated inorganic plate shells, and a fixing plate (1203) is fixedly connected to the outer side of the clamping plate (1205); a movable rod (1202) is connected between the fixing plate (1203) and the mounting plate (1201), and the clamping plate (1205) is movably sleeved on the movable rod (1202); one end of the screw rod (1204) is provided with a rotating disc (1207), and the other end passes through a threaded hole on the fixing plate (1203) and is fixed to the clamping plate (1205), and the clamping plate (1205) is pushed to clamp the perforated inorganic plate shell by rotating the rotating disc (1207); The fixing device includes a bottom plate (13), an inclined rod (1302), and a support plate (1305); the bottom plate (13) is fixed on the outer side of the perforated inorganic plate shell, the inclined rod (1302) is movably installed at the top of the bottom plate (13), a mounting disc (1303) is fixedly installed at the top of the inclined rod (1302), a support plate (1305) is limited and fixed at the top of the mounting disc (1303), and the support plate (1305) is attached to the outer surface of the perforated inorganic plate shell.

2. The assembled integral combined shell member according to claim 1, wherein: The assembled monolithic composite shell component is a linear component, an L-shaped component, or a T-shaped component; the linear component contains two linear perforated inorganic plate shells (1), the L-shaped component respectively contains an L-shaped external corner perforated inorganic plate shell (5) and an L-shaped internal corner perforated inorganic plate shell (6), and the T-shaped component contains one linear perforated inorganic plate shell 1 and two L-shaped internal corner perforated inorganic plate shells (6).

3. An assembled integral combined shell member according to claim 1, characterized in that: The perforated inorganic plate shell is formed in one piece, with a thickness of 20 - 30 mm, on which there are a number of frustum-shaped holes (11). The inner shrinking holes of the frustum-shaped holes (11) are on the inner surface of the perforated inorganic plate shell, and the outer expanding holes are on the outer surface of the perforated inorganic plate shell.

4. The assembled integral combined shell member according to claim 3, wherein: The end cap (32) is a T-shaped nut or a thickened end; the distributed post-cast rigid connection point baffle (31) is an organic baffle or an inorganic baffle; the distributed plate shell connector (3) is made of non-organic material.

5. An assembled integral combined shell member according to claim 1, characterized in that: One side of the clamping plate (1205) is fixedly installed with a clamping plate (1206) that cooperates with the perforated inorganic plate shell, and a protective pad is pasted on the inner side of the clamping plate (1206).

6. The assembled integral combined shell member according to claim 5, characterized in that: The bottom plate (13) and the inclined rod (1302) are fixedly installed through a mounting seat (1301), and the mounting disc (1303) and the support plate (1305) are limited and fixed through a fixing knob (1304).

7. The assembled integral combined shell member according to claim 6, characterized in that: The bottom of the bottom plate (13) is movably installed with a fixed anchor (1306), and an anti-slip pad is fixedly installed at the bottom of the bottom plate (13).

8. A production method of an assembled integral combined shell member according to claim 7, characterized in that, The production steps are as follows: Step 1: Select the size of the perforated inorganic plate shell according to the drawing requirements and manufacture and cure it until the strength reaches the standard. Step 2: Tie the plate shell connection skeleton according to the drawing requirements and fix the distributed plate shell connectors (3) at the specified positions on the plate shell connection skeleton. Step 3: Insert all the distributed plate shell connectors (3) on the plate shell connection skeleton into the frustum-shaped holes (11) of the perforated inorganic plate shells on both sides correspondingly. Step 4: Set up a clamping and fixing device on the outer side of the perforated inorganic plate shell to position and clamp the perforated inorganic plate shell, the plate shell connection skeleton, and the distributed plate shell connectors (3). Step 5: Mix the post-cast slurry on-site, use tools to block the frustum-shaped holes (11), and wait for it to solidify until the strength reaches the standard to form the distributed post-cast rigid connection points (4), thus forming an assembled integral combined shell component. Step 6: Remove the clamping and fixing device.

9. The production method of an assembled integral combined shell component according to claim 8, characterized in that: In step 1, select a special mold table for producing the perforated inorganic plate shell according to the drawing requirements, clean the mold table, adjust the position of the circular bosses on the mold table, fasten the bosses, apply a release agent on the mold table surface and the bosses in contact with the perforated inorganic plate shell material, mix the perforated inorganic plate shell raw materials and spread them on the mold table, cure until the strength reaches the standard, and demold for later use. In step 2, tie the shear wall stress-bearing steel bars, fix the distributed plate shell connectors (3) according to the positions of the frustum-shaped holes (11), and by rotating the distributed post-cast rigid connection point baffle (31), enable the distributed post-cast rigid connection point baffle (31) to move on the distributed plate shell connector (3) in accordance with the thread direction, for adjusting the distance between the perforated inorganic plate shells, and at the same time make the distributed post-cast rigid connection point baffles (31) and end caps (32) at both ends of the distributed plate shell connector (3) fit with the frustum-shaped holes (11) opened on the perforated inorganic plate shell. In the third step, the perforated inorganic plate shells are distributed on the side of the plate shell connection skeleton, so that the end of the distributed plate shell connector (3) corresponds to the frustum-shaped holes (11) on the perforated inorganic plate shells, and the distributed plate shell connector (3) extends into the interior of the frustum-shaped holes (11). The end caps (32) are installed at the ends of the distributed plate shell connectors (3) to enable the perforated inorganic plate shells to be fixed, adjust the positions, and perform pre-assembly; In the fourth step, by flipping the mounting plate (1201), the movable rod (1202) is kept perpendicular to the installed perforated inorganic plate shell. By rotating the rotating disc (1207), the screw rod (1204) can be synchronously driven to rotate, so that the clamping plate (1205) on the outer side of the screw rod (1204) can move along the thread direction of the screw rod (1204), enabling the clamping plate (1205) to easily fit with the perforated inorganic plate shell, facilitating the fixation between two perforated inorganic plate shells. At the same time, the bottom plate (13) is installed at a suitable position on the perforated inorganic plate shell. By rotating the fixing knob (1304), the support plate (1305) is fitted with the perforated inorganic plate shell, enabling the convenient adjustment of right angles and flat angles to facilitate the adaptation to perforated inorganic plate shells of linear members, L-shaped members, or T-shaped members. At the same time, the bottom plate (13) is fixed to the ground by the fixing anchor (1306) to prevent the bottom plate (13) from shifting, enabling better support.

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