Hollow internal form panel and its positioning and pouring structure, method and application

Abstract

The application provides a hollow inner mold net plate, a positioning pouring structure, a method and an application thereof, and belongs to the field of building materials and construction. The structure comprises a sandwich structural member and a plurality of positioning pulling members. The sandwich structural member comprises at least a sandwich structural net, and two sides of the sandwich structural net form a first pouring space and a second pouring space. The plurality of positioning pulling members are arranged in the sandwich structural member and extend at two sides of the sandwich structural member, and the first pouring space and the second pouring space are positioned by the extension length of the positioning pulling members at the two sides of the sandwich structural member. Each positioning pulling member comprises at least one pulling rod and two first positioning members. The pulling rod is partially or entirely provided with a thread. The two first positioning members are threadedly arranged on the pulling rod and located at the two sides of the sandwich structural member. The two first positioning members form a clamping space of the sandwich structural member.

Description

TECHNICAL FIELD

[0001] The present application belongs to the field of building materials and construction, and particularly relates to a hollow inner mold net plate, a positioning pouring structure and method thereof, and application thereof. BACKGROUND

[0002] With the development of large infrastructure, the development direction of buildings has gradually developed towards carbon energy saving and environmental protection. The prefabricated or precast building structure gradually occupies the market. The structure is mass-produced in the factory, and only needs to be poured or assembled on site, greatly improving the efficiency and reducing carbon emissions.

[0003] The hollow metal net sandwich plate is a kind of sandwich net plate widely used in prefabricated walls. For example, the hollow metal net sandwich plate described in the patent CN201410620789.0 (a net plate outer wall provided with a heat preservation layer and a construction method) of Lianggu Building Engineering (Shanghai) Co., Ltd. The net plate is assembled by a plurality of meshes, and the meshes on both sides of the heat preservation layer are staggered with the hollow holes formed by the heat preservation layer. Vertical keels are arranged on both sides of the heat preservation layer, and the net plate is fixed on the vertical keels, waiting for the net plate and the heat preservation layer to be installed and then poured, so that the quality of the outer wall is guaranteed, the outer wall and the outer wall heat preservation are constructed at one time, the construction method is simple, and there is no maintenance cost. After the outer wall is coated with cement mortar, the holes formed on both sides of the heat preservation layer are staggered, the bearing capacity of the outer wall is improved, the heat preservation capacity of the outer wall is correspondingly improved, the cost is reduced, and the decoration construction behind the inner and outer surfaces of the outer wall is not affected. However, the pouring thickness of the net plate is not easy to position during the forming process, and the positions of the mesh and other structural members in the middle are also determined by workers on site, which is troublesome for construction. Therefore, the present application aims to provide a method and structure for improving the net plate, and proposes the application direction thereof. SUMMARY

[0004] One object of the present application is to provide a pouring structure that can overcome the problem that the internal sandwich layer and the pouring thickness of the existing hollow metal net sandwich plate cannot be adjusted and positioned.

[0005] Another object of the present application is to provide a pouring method that can overcome the problem that the internal sandwich layer and the pouring thickness of the existing hollow metal net sandwich plate cannot be adjusted and positioned.

[0006] A third object of the present application is to provide a hollow inner mold net plate that can overcome the problem that the internal sandwich layer and the pouring thickness of the existing hollow metal net sandwich plate cannot be adjusted and positioned.

[0007] A fourth object of the present application is to provide a floor or wall that is more economical and efficient to produce,

[0008] To solve the above-mentioned first object, the present application first provides a hollow inner mold net plate positioning pouring structure, characterized in that it comprises:

[0009] The sandwich structure comprises a sandwich structure net, and first and second pouring spaces formed on two sides of the sandwich structure net;

[0010] A plurality of positioning pullers are arranged in the sandwich structure and extend on both sides of the sandwich structure, and the first and second pouring spaces are positioned by the extension lengths of the positioning pullers on both sides of the sandwich structure; the positioning puller comprises a pair of pull rods and first positioning members, the pull rods are partially or entirely threaded, and the first positioning members are threaded on the pull rods and located on both sides of the sandwich structure, and a sandwich space of the sandwich structure is formed between the first positioning members.

[0011] Preferably, the sandwich structure further comprises a structure frame, and the sandwich structure net is arranged on the structure frame.

[0012] Preferably, the sandwich structure net comprises two wave structure nets, and the wave structure nets are arranged on both sides of the structure frame.

[0013] Preferably, an insulation board is arranged between the wave structure nets, and the positioning puller is arranged in the insulation board.

[0014] Preferably, the positioning puller further comprises second positioning members, and the second positioning members are arranged at both ends of the pull rods, and the out-of-plane ends of the second positioning members at both ends of the plurality of pull rods are flush.

[0015] The technical effects of the above technical solutions are achieved by one or more of the following combinations:

[0016] The two ends of the positioning puller are extended to position the thicknesses of the concrete layers on both sides of the sandwich structure, and the position of the sandwich structure in the structure after overall pouring and molding is adjusted, the construction difficulty of the site workers is reduced, the standardized construction and installation are suitable, the construction progress and flexibility are improved, and the prefabrication production is realized by combining with the factory prefabrication, thereby reducing the cost and increasing the efficiency.

[0017] The sandwich structure net can be provided with an insulation board according to the requirements to realize the heat preservation function.

[0018] The second positioning members at both ends of the positioning rod can be heat-insulated by injection molding materials to solve the cold and hot bridge problem after the concrete is poured and molded.

[0019] The sandwich structure net is a lightweight structure, but can greatly improve the strength of the concrete structure.

[0020] To solve the above-mentioned purposes, the present application provides a hollow inner mold net plate positioning pouring method, characterized in that it comprises the following steps:

[0021] S1: prefabricating a sandwich structure, which comprises at least a sandwich structure net arranged according to the required size of the hollow inner mold net plate, and the two sides of the sandwich structure net are defined as a first pouring space and a second pouring space;

[0022] S2: installing a plurality of positioning pull members, the plurality of positioning pull members are installed on the sandwich structure with a certain interval and extend on both sides of the sandwich structure, and the positioning pull members comprise at least a pair of pull rods and two first positioning members, the pull rods are partially or entirely threaded, and the two first positioning members are threaded on the pull rods and located on both sides of the sandwich structure;

[0023] S3: adjusting the structure position, adjusting the extension length of the two ends of the pull rods on both sides of the sandwich structure to position the thickness of the first pouring space and the second pouring space, adjusting the position of the two first positioning members on the pull rods to clamp and position the sandwich structure, and forming a hollow inner mold net plate positioning pouring structure after the adjustment is completed;

[0024] S4: pouring concrete, pouring concrete in the first pouring space and the second pouring space and filling and forming.

[0025] Preferably, in step S4, the poured concrete is horizontally poured and formed; a first concrete layer is poured on a pouring platform, the pouring thickness of the first concrete layer is not greater than the thickness of the first pouring space, the hollow inner mold net plate positioning pouring structure is placed on the first concrete layer when it is not coagulated, one end of the pull rod is supported on the pouring platform, and the first concrete layer is located in the first pouring space; then the second pouring space is poured and vibrated until the hollow inner mold net plate positioning pouring structure is poured and filled.

[0026] Preferably, in step S4, the poured concrete is vertically poured and formed by post-removal formwork; the two sides of the hollow inner mold net plate positioning pouring structure are supported by post-removal pouring formworks, the positioning pull members are supported and positioned between the post-removal pouring formworks, and the hollow inner mold net plate positioning pouring structure is poured and vibrated and filled between the post-removal pouring formworks.

[0027] Preferably, in step S4, the concrete is vertically casted without disassembly of the formwork; the hollow inner mold net plate positioning and pouring structure is positioned on both sides of the pouring formwork, the positioning and pulling member further comprises two second positioning members, the two second positioning members are respectively arranged at the two ends of the pulling rod, a pulling groove is formed on the pouring formwork, the two ends of the pulling rod are arranged through the pouring formwork on both sides of the hollow inner mold net plate positioning and pouring structure, the second positioning member is embedded in the pulling groove and connected to the end of the pulling rod, and the concrete is poured and vibrated between the pouring formwork to fill the hollow inner mold net plate positioning and pouring structure.

[0028] Preferably, in step S4, the concrete is vertically sprayed and formed; the first pouring space and the second pouring space on both sides of the hollow inner mold net plate positioning and pouring structure are sprayed and formed, and the outer side of the sprayed and formed structure is flush with the two ends of the pulling rod.

[0029] Preferably, in step S4, the positioning and pulling member further comprises two second positioning members, the two second positioning members are respectively arranged at the two ends of the pulling rod, and the outer side of the sprayed and formed structure is flush with the second positioning member.

[0030] Preferably, in step S4, the first structural rib and the second structural rib are arranged in the first pouring space and the second pouring space respectively, and the first structural rib and the second structural rib are fixedly installed on the pulling rod.

[0031] Preferably, in step S1, the sandwich structure member further comprises a structural frame, the sandwich structure net is installed on the structural frame; the sandwich structure net is implemented as at least two wave structure nets, the two wave structure nets are respectively installed on both sides of the structural frame; the positioning and pulling member is arranged through the insulation board.

[0032] Preferably, in step S1, the sandwich structure member further comprises a structural keel, the structural keel is installed on the structural frame; the positioning and pulling member is arranged through the structural keel and / or the sandwich structure net.

[0033] The technical effects of the above technical solutions of the present application are generated from the combination of one or more of the following:

[0034] The method realizes efficient pouring forming through two main steps of prefabrication and pouring forming, and the positioning puller is arranged on the sandwich structure in a penetrating manner, so that the thickness of the concrete layers on both sides of the sandwich structure is positioned by extending the length of the two ends of the positioning puller, and meanwhile, the position of the sandwich structure in the whole pouring forming structure is adjusted, the construction difficulty of the site workers is reduced, the standardized construction and installation are suitable, and the construction progress and flexibility can be improved; and the prefabricated production can be realized in combination with the factory prefabrication, so that the cost is reduced and the efficiency is improved.

[0035] On one hand, the hollow inner mold net plate positioning pouring structure can be prefabricated in batches in the factory, and then poured and formed on site, which is economical and high in quality and low in construction operation difficulty for workers; on the other hand, the whole factory can be prefabricated, and the site can be directly installed, so that the labor cost of on-site pouring can be saved.

[0036] Through horizontal pouring or vertical pouring forming, the whole process method is suitable for all concrete slab structures such as wallboards and floors, and can be selected and adapted to the installation requirements of all concrete slab structures.

[0037] The sandwich structure can be provided with a heat preservation plate according to requirements to realize the heat preservation function.

[0038] The second positioning member at the two ends of the positioning rod can be realized by injection molding material to realize heat insulation, so as to solve the cold and hot bridge problem after the concrete is poured and formed.

[0039] The sandwich structure net is a lightweight structure, but can greatly improve the strength of the concrete structure, and is preferably a wave-shaped metal net.

[0040] Through the shotcrete forming, the out-of-plane side of the second positioning member or the end of the pull rod can be used as a reference surface of the shotcrete forming surface, which replaces the role of the mortar cake, is simple and convenient, and belongs to one thing with multiple uses of the positioning puller.

[0041] The two ends of the pull rod extend into the first pouring space and the second pouring space, and the first structural reinforcement in the first concrete layer and the second structural reinforcement in the second concrete layer can be tied on the pull rod, which is convenient to install, and when the spacing of the pull rod is appropriate, the short transverse reinforcement (the structural reinforcement generally includes longitudinal reinforcement and transverse reinforcement) of the first structural reinforcement and the second structural reinforcement can be omitted; and since the pull rod is fixed in position, the first structural reinforcement can be fixed on the pull rod by binding or welding, so that the stirrup can be omitted.

[0042] To solve the above three purposes, the present application provides a hollow inner mold net plate, characterized in that it is poured and formed by the hollow inner mold net plate positioning pouring method.

[0043] The technical effects of the above technical solutions of the present application come from one or a combination of the following:

[0044] The thickness positioning of the concrete layers on both sides of the sandwich structural member is realized by positioning the positioning and pulling members in the sandwich structural member in a penetrating manner, the extension lengths of the two ends of the positioning and pulling members are positioned, the position of the sandwich structural member in the structure after the integral pouring and molding is adjusted, the construction difficulty of the site workers is reduced, the standardized construction and installation are suitable, and the construction progress and flexibility can be improved; and the prefabricated production can be realized in combination with the factory prefabrication, and the cost is reduced and the efficiency is improved.

[0045] The sandwich structural member can be provided with a heat preservation plate according to requirements to realize the heat preservation function.

[0046] The second positioning members at the two ends of the positioning rod can realize heat insulation by injection molding materials, and the cold and hot bridge problem after the concrete pouring and molding is solved.

[0047] The sandwich structural net is a light-weight structure, but can greatly improve the strength of the concrete structure.

[0048] To solve the above-mentioned four purposes, the application provides an application of a hollow inner mold net plate, characterized in that the hollow inner mold net plate is applied to an outer wall panel, an inner wall panel or a floor slab.

[0049] The technical effects of the above technical scheme of the application are from one or a combination of the following:

[0050] When the heat preservation plate is applied, the hollow inner mold net plate can be applied to the outer wall, when the heat preservation plate is not applied, the hollow inner mold net plate can be applied to the inner wall, or can be applied to the floor slab; no matter how the hollow inner mold net plate is applied, the hollow inner mold net plate has excellent structural strength and controllable and adjustable pouring thickness, and the molding construction and the like steps are simple and convenient, and the labor cost can be greatly saved. DETAILED DESCRIPTION

[0051] Figure 1 A first structure plan view of the positioning and pouring structure of the hollow inner mold net plate of the application is shown.

[0052] Figure 2 A first pouring schematic view of the hollow inner mold net plate of the application is shown.

[0053] Figure 3 A second pouring schematic view of the hollow inner mold net plate of the application is shown.

[0054] Figure 4 A third pouring schematic view of the hollow inner mold net plate of the application is shown.

[0055] Figure 5 A second structure plan view of the positioning and pouring structure of the hollow inner mold net plate of the application is shown.

[0056] Figure 6 A fourth pouring schematic view of the hollow inner mold net plate of the application is shown.

[0057] Figure 7 Expressed the first structure of hollow inner mold net plate positioning pouring structure of the application.

[0058] Figure 8 Expressed the second structure of hollow inner mold net plate positioning pouring structure of the application.

[0059] Figure 9 Expressed the position diagram of structure frame 9 of hollow inner mold net plate positioning pouring structure of the application.

[0060] Figure 10 Expressed the step flow chart of hollow inner mold net plate positioning pouring method of the application. DETAILED DESCRIPTION

[0061] The following description is presented to enable any person skilled in the art to practice the application and is provided in the context of particular embodiments. Various modifications to the embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein can be applied to other embodiments. Thus, the present application is not intended to be limited to the embodiments presented, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

[0062] In the following detailed description, numerous specific details are set forth in order to provide a more thorough understanding of the present application. However, it will be apparent to one skilled in the art that the present application can be practiced without necessarily being limited to these specific details. In other instances, well-known structures and devices are shown in block diagram form, rather than in detail, in order to avoid obscuring the present application.

[0063] The reader's attention is directed to all papers and documents which are filed concurrently with this specification and which are open to public inspection with this specification, and the contents of all such papers and documents are incorporated herein by reference. All the features disclosed in this specification, (including any accompanying claims, abstract, and drawings) can be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise. Thus, unless expressly stated otherwise, each feature disclosed in this specification is one example only of a generic series of equivalent or similar features.

[0064] Note that, where used, the terms left, right, front, back, top, bottom, over, under, clockwise and counterclockwise are used for convenience only, and do not admit any specific fixed direction. Indeed, they are used to reflect the relative position and / or orientation between various parts of an object. Furthermore, the terms "first" and "second" are used for descriptive purposes only, and are not to be construed as indicating or implying relative importance.

[0065] In the description of the present application, it needs to be explained that unless otherwise explicitly specified and limited, the terms "mounting", "connecting", "connection" should be understood in a broad sense, for example, it can be fixed connection, or detachable connection, or integrally connected; it can be mechanical connection; it can be directly connected, or indirectly connected through intermediate medium, or the communication inside two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0066] It is noted that, in the case of use, further, preferably, further and more preferably, the simple beginning of another embodiment is described on the basis of the foregoing embodiment, and the content after the further, preferably, further or more preferably is combined with the foregoing embodiment as the complete composition of another embodiment. The combination of several further, preferably, further or more preferably settings after the same embodiment can form another embodiment.

[0067] The present application is described in detail below in combination with the drawings and specific embodiments. It is noted that the aspects described below in combination with the drawings and specific embodiments are only exemplary and should not be understood as limiting the scope of protection of the present application in any way.

[0068] Embodiment 1:

[0069] Please refer to Figures 1-9 The present embodiment provides a hollow inner mold net plate positioning pouring structure, which comprises a sandwich structure member 1 and a plurality of positioning pulling members 2. Wherein, the sandwich structure member 1 at least comprises a sandwich structure net, and the two sides of the sandwich structure net form a first pouring space 31 and a second pouring space 32; the plurality of positioning pulling members 2 are installed in the sandwich structure member 1 and extend at both ends of the sandwich structure member 1, respectively, and the first pouring space 31 and the second pouring space 32 are positioned by the extension length of the positioning pulling members 2 at both sides of the sandwich structure member 1. Further, each positioning pulling member 2 at least comprises one pulling rod 21 and two first positioning members 22, the pulling rod 21 is partially or entirely provided with threads, and the two first positioning members 22 are threadedly installed on the pulling rod 21 and located at both sides of the sandwich structure member 1, and the clamping space of the sandwich structure member 1 is formed between the two first positioning members 22.

[0070] It needs to be indicated that "the pulling rod 21 is partially or entirely provided with threads" is interpreted as that the first positioning member 22 on the pulling rod 21 is adjusted in position by threads, but in actual operation, the adjustment range does not need to reach the full length, so the thread setting in the adjustment area can be realized, but in the preparation of actual components, the threads can also be set throughout the length. Preferably, the first positioning member 22 is a nut or a T-shaped nut.

[0071] The end product in this embodiment is a concrete slab (which can be used as a concrete wall slab or floor slab). When the span of the slab is large, the strength of the sandwich structure 1 is enhanced. In a preferred embodiment of this embodiment, the sandwich structure 1 further comprises a structural frame 9, on which the sandwich structure net is installed. Preferably, the structural frame 9 is a square tube frame, which is made of FRP material or metal material.

[0072] Further, when used as a wall slab, which is installed between the beams of a floor, the sandwich structure 1 further comprises a structural batten 7, which is installed on the structural frame 9. Correspondingly, the tie rod 21 can be optionally arranged in the sandwich structure net, the structural batten 7 or the structural frame 9.

[0073] The sandwich structure net is an internal structural reinforcement of the concrete monolithic cast structure, which comprises at least two rows of wave structure nets, which are installed on both sides of the structural frame 9. Preferably, the wave structure net is a wave-shaped steel wire mesh, the aperture of which can be implemented according to the requirements of the guniting process.

[0074] Further, the wave-shaped steel wire mesh is alternately formed with wave crests and wave troughs, and pipes can be pre-buried at the wave crests and wave troughs, which facilitates the subsequent water and electricity wiring, and eliminates the need for wiring in the later step of forming the concrete slab.

[0075] Further, please refer to Figure 5 and Figure 6 When the concrete slab formed by the embodiment is used as a wall, especially an external wall, a thermal insulation board 5 is arranged between the two wave structure nets, and the positioning tie rod 2 is arranged in the thermal insulation board 5. That is, a sandwich thermal insulation wall is formed, which can be adapted to external wall thermal insulation. Please refer to Figure 8 and Figure 9 , Figure 8 which show the position of the thermal insulation board 5 when the structural frame 9 is not arranged; Figure 9 which show the position of the thermal insulation board 5 when the structural frame 9 is arranged. At this time, the thermal insulation board 5 is embedded in the structural frame 9, and the structural frame 9 is implemented as a square tube frame, which is made of FRP material or metal material.

[0076] Please refer to Figure 8 and Figure 9 , in which Figure 8 the hollow thermal insulation layer is formed between the two rows of wave structure nets, and the thermal insulation board 5 is arranged in the hollow thermal insulation layer; Figure 9 the structural frame 9 is arranged in the hollow thermal insulation layer, and the thermal insulation board 5 is embedded in the structural frame 9.

[0077] In order to facilitate the thickness positioning of the first pouring space 31 and the second pouring space 32 when pouring the concrete layer, and also facilitate the formwork requirement, each positioning counter-pulling piece 2 further comprises at least two second positioning pieces 23, which are respectively arranged at two ends of the counter-pulling rod 21, and the out-of-plane ends of the second positioning pieces 23 at the two ends of the plurality of counter-pulling rods 21 are flush. Preferably, the second positioning piece 23 is a T-shaped nut, which is made of injection molding material and can wrap the counter-pulling rod 21 made of metal material to prevent the cold and hot bridge problem.

[0078] The hollow inner mold net plate positioning pouring structure of the embodiment has various pouring modes, can be horizontally poured on a pouring platform, can be poured with formwork, and can be sprayed and poured.

[0079] When pouring with formwork, the embodiment further comprises a pouring formwork, which can be a post-removal pouring formwork 4a or a removal-free pouring formwork 4b.

[0080] Please refer to Figure 1 and Figure 2 When the post-removal pouring formwork 4a is used, the formwork is arranged on both sides and abuts against the end of the positioning counter-pulling piece 2 (i.e., the second positioning piece 23), the thickness of the first pouring space 31 and the second pouring space 32 can be adjusted by the relative positions of the first positioning piece 22 and the counter-pulling rod 21, after the adjustment is completed, diagonal braces are arranged on both sides of the post-removal pouring formwork 4a, and then pouring, vibrating, filling and compacting can be performed.

[0081] Please refer to Figure 1 and Figure 3 When the removal-free pouring formwork 4b is used, the formwork is arranged on both sides, the counter-pulling rod 21 is arranged in the counter-pulling holes of the formwork on both sides, the second positioning piece 23 is used to position and tie the formwork on both sides, and then pouring, vibrating, filling and compacting can be performed.

[0082] Please refer to Figure 1 and Figure 4 Spraying pouring can also be directly performed, the out-of-plane end of the spraying pouring surface is flush with the second positioning piece 23, at this time, the second positioning piece 23 is implemented as a “gray cake”.

[0083] It should be noted that the structure of the positioning counter-pulling piece 2 in the embodiment is not limited to be unique, the above examples are intended to express one form, and the counter-pulling rod 21 is not necessarily implemented as a threaded rod and is not necessarily implemented as a straight rod.

[0084] The beneficial effects of the embodiment are as follows:

[0085] The positioning puller 2 is arranged on the sandwich structure 1 in a through manner, so as to position the thickness of the concrete layers on both sides of the sandwich structure 1 by extending the length of the two ends of the positioning puller, and meanwhile, the position of the sandwich structure 1 in the overall pouring structure is adjusted, the construction difficulty of the site workers is reduced, the standardized construction and installation are suitable, and the construction progress and flexibility are improved. Moreover, the prefabricated production can be combined with the factory, the cost is reduced, and the efficiency is improved.

[0086] The sandwich structure 1 can be provided with the thermal insulation board 5 according to the requirement, so as to realize the thermal insulation function.

[0087] The second positioning member 23 at the two ends of the positioning rod can be implemented by the injection molding material to realize the heat insulation, and the cold and hot bridge problem after the concrete pouring is solved.

[0088] The sandwich structure net is a light structure, but can greatly improve the strength of the concrete structure.

[0089] Embodiment 2

[0090] Please refer to Figures 1-9 and combine Figure 10 , the embodiment provides a hollow inner mold net plate positioning pouring method, which comprises the following steps:

[0091] S1: prefabricating a sandwich structure 1, the sandwich structure 1 at least comprises a sandwich structure net, and the sandwich structure net is arranged according to the required size of the hollow inner mold net plate, and the two sides of the sandwich structure net are defined as a first pouring space 31 and a second pouring space 32.

[0092] Specifically, the terminal product in the embodiment is a concrete slab (which can be used as a concrete wall slab or a floor slab), when the span is large, in order to enhance the strength of the sandwich structure 1. In a preferred embodiment of the embodiment, the sandwich structure 1 further comprises Figure 9 a structure frame 9, and the sandwich structure net is installed on the structure frame 9. Preferably, the structure frame 9 is a square tube frame, and the material is FRP material or metal material.

[0093] Further, when used as a wall slab, the sandwich structure 1 is installed between the beams of the floor, and the sandwich structure 1 further comprises a structure batten 7, which is installed on the structure frame 9. Correspondingly, the pull rod 21 can be selectively arranged in the sandwich structure net, the structure batten 7 or the structure frame 9.

[0094] The sandwich structure net is an internal structure reinforcing member of the overall pouring structure of the concrete, and the sandwich structure net at least comprises two rows of wave structure nets, and the two rows of wave structure nets are respectively installed on the two sides of the structure frame 9. Preferably, the wave structure net is a wave-shaped steel wire net, and the aperture can be implemented according to the requirement of the guniting process.

[0095] Further, the wave peaks and wave troughs of the wave-shaped steel mesh are alternately formed, and pipes can be pre-buried at the wave peaks and wave troughs, facilitating subsequent water and electricity wiring, and eliminating the need for slotting and wiring in the later concrete slab forming process.

[0096] Further, please refer to Figure 5 and Figure 6 When the embodiment is used as a wall, especially an outer wall, after being formed by pouring, a thermal insulation board 5 is arranged between the two wave structure meshes, and the positioning and pulling member 2 is arranged in the thermal insulation board 5. That is, a sandwich thermal insulation wall is formed, which can be adapted to an outer wall thermal insulation.

[0097] Please refer to Figure 8 and Figure 9 , wherein Figure 8 a hollow thermal insulation layer is formed between the two rows of wave structure meshes, and the thermal insulation board 5 is arranged in the hollow thermal insulation layer. Figure 9 The hollow thermal insulation layer is provided with a structural frame 9, and the thermal insulation board 5 is embedded in the structural frame 9.

[0098] S2: A plurality of positioning and pulling members 2 are arranged, and the plurality of positioning and pulling members 2 are arranged at intervals and arranged in the sandwich structure 1 and extended on both sides of the sandwich structure 1. The positioning and pulling member 2 at least includes a pulling rod 21 and two first positioning members 22. The pulling rod 21 is partially or entirely provided with threads, and the two first positioning members 22 are threadedly arranged on the pulling rod 21 and located on both sides of the sandwich structure 1.

[0099] Specifically, each positioning and pulling member 2 at least includes a pulling rod 21 and two first positioning members 22. The pulling rod 21 is partially or entirely provided with threads, and the two first positioning members 22 are threadedly arranged on the pulling rod 21 and located on both sides of the sandwich structure 1. The two first positioning members 22 form a clamping space of the sandwich structure 1.

[0100] It should be noted that the "pulling rod 21 is partially or entirely provided with threads" is interpreted as that the first positioning member 22 on the pulling rod 21 is adjusted in position by threads, but in actual operation, the adjustment range does not need to reach the full length, so the thread arrangement can be realized within the adjustment range, but in actual component preparation, the threads can also be arranged throughout the length. Preferably, the first positioning member 22 is a nut or a T-shaped nut.

[0101] In order to facilitate the thickness positioning of the first pouring space 31 and the second pouring space 32 when pouring the concrete layer, and also facilitate the formwork requirement, each positioning and pulling member 2 further at least includes two second positioning members 23. The two second positioning members 23 are respectively arranged at the two ends of the pulling rod 21, and the outer ends of the second positioning members 23 at the two ends of the plurality of pulling rods 21 are flush. Preferably, the second positioning member 23 is a T-shaped nut, which is made of injection molding material and can wrap the metal material of the pulling rod 21 to prevent the cold and hot bridge problem.

[0102] S3: Structure positioning adjustment, adjust the extension length of the both ends of the tie rod 21 on both sides of the sandwich structure 1, to position the thickness of the first pouring space 31 and the second pouring space 32, adjust the position of the two first positioning members 22 on the tie rod 21, to clamp and position the sandwich structure 1, and after adjustment, a hollow inner mold net plate positioning pouring structure is formed.

[0103] Specifically, according to the construction requirements, the position of the first positioning member 22 on the tie rod 21 is adjusted as a whole, thereby determining the thickness of the first pouring space 31 and the second pouring space 32, and further determining the position of the sandwich structure 1 in the overall pouring layer. Because the adjustment method is screw adjustment, the adjustment precision and convenience are high, and it is also relatively convenient.

[0104] S4: Pouring concrete, pouring concrete and filling in the first pouring space 31 and the second pouring space 32.

[0105] Specifically, the pouring structure in S3 is poured into a plate as a whole in this step, and the pouring method has the following several kinds:

[0106] In this step, please refer to Figures 1-4 , the pouring concrete is horizontally poured and formed; the first concrete layer 31a is poured on the pouring platform, the pouring thickness of the first concrete layer 31a is not greater than the thickness of the first pouring space 31, and when it is not coagulated, the hollow inner mold net plate positioning pouring structure is placed flat on the first concrete layer 31a, one end of the tie rod 21 (actually the second positioning member 23) is supported on the pouring platform or the pouring formwork (which can be the rear-dismantling pouring formwork 4a or the free-dismantling pouring formwork 4b), and the first concrete layer 31a is located in the first pouring space 31; then the second pouring space 32 is poured and vibrated until the hollow inner mold net plate positioning pouring structure is poured and filled.

[0107] Alternatively, in this step, please refer to Figures 1-4 , and combine Figure 7 and Figure 8 , the pouring concrete is vertically poured and formed by rear-dismantling formwork. The two sides of the hollow inner mold net plate positioning pouring structure are provided with rear-dismantling pouring formworks 4a, and the positioning tie rod 2 is supported between the rear-dismantling pouring formworks 4a, and the hollow inner mold net plate positioning pouring structure is poured and vibrated between the rear-dismantling pouring formworks 4a.

[0108] Or, in this step, the concrete is poured vertically without dismantling the formwork. The hollow inner mold net plate is positioned and poured on both sides of the pouring structure. The positioning and pulling piece 2 includes two second positioning pieces 23, which are respectively arranged at the two ends of the pulling rod 21. The pulling rod 21 is arranged in the pouring formwork 4b on both sides of the hollow inner mold net plate positioning pouring structure. The second positioning piece 23 is embedded in the tie slot hole and tied to the end of the pulling rod 21. Then, the concrete is poured and vibrated to fill it.

[0109] Or, in this step, the concrete is poured vertically without dismantling the formwork. The hollow inner mold net plate is positioned and poured on both sides of the pouring structure. The positioning and pulling piece 2 includes two second positioning pieces 23, which are respectively arranged at the two ends of the pulling rod 21. The pulling rod 21 is arranged in the pouring formwork 4b on both sides of the hollow inner mold net plate positioning pouring structure. The second positioning piece 23 is embedded in the tie slot hole and tied to the end of the pulling rod 21. Then, the concrete is poured and vibrated to fill it.

[0110] Further, in this step, the first structural reinforcement 6a and the second structural reinforcement 6b are arranged in the first pouring space 31 and the second pouring space 32 respectively (only expressed in Figure 3 the first pouring space 31). The first structural reinforcement 6a and the second structural reinforcement 6b are fixedly installed on the pulling rod 21. Specifically, in the prior art, the first structural reinforcement 6a or the second structural reinforcement 6b includes a horizontal reinforcement, a vertical reinforcement and a stirrup to form a reinforcement cage, which is poured into the concrete as a structural member. In this embodiment, the plurality of positioning and pulling pieces 2 are arranged at uniform intervals, which can eliminate the horizontal reinforcement. Moreover, the pulling rod 21 of the positioning and pulling piece 2 is in a fixed state after being positioned by the first positioning piece 22, and the vertical reinforcement of the first structural reinforcement 6a or the second structural reinforcement 6b can be directly tied or welded on the pulling rod 21, which can also eliminate the stirrup to complete the overall fixation, greatly saving the cost and time, simplifying the construction steps, and reducing the labor cost on site.

[0111] The beneficial effects of the embodiment are:

[0112] The method realizes efficient pouring and molding through two main steps of prefabrication and pouring and molding. The positioning and pulling piece 2 is arranged across the sandwich structural member 1 to position the thickness of the concrete layer on both sides of the sandwich structural member 1 by adjusting the extension length of the two ends of the positioning and pulling piece, and to adjust the position of the sandwich structural member 1 in the overall pouring and molding structure, which reduces the construction difficulty of workers on site, is suitable for standardized construction and installation, and can improve the construction progress and flexibility. Moreover, combined with factory prefabrication, the production can be prefabricated to reduce cost and increase efficiency.

[0113] One aspect can be in the factory batch prefabricated hollow inner mold net plate positioning pouring structure, and then site pouring forming, this way is economical and high, and the operation difficulty of workers is low; the other aspect can be prefabricated in the whole factory, and directly installed on site, which can save the labor cost of site pouring.

[0114] By horizontal pouring or vertical pouring forming, it can also be prefabricated in the factory or poured on site, and the overall process method is highly adaptable, selectable and can adapt to the installation needs of all wall panels, floor slabs and other concrete slab structures.

[0115] The sandwich structure 1 can be provided with a thermal insulation board 5 according to the needs to realize the thermal insulation function.

[0116] The second positioning member 23 at both ends of the positioning rod can be heat-insulated by injection molding material to solve the cold and hot bridge problem after the concrete is poured and formed.

[0117] The sandwich structure net is a lightweight structure, but can greatly improve the strength of the concrete structure, and is preferably a wave-shaped metal net.

[0118] Through the shotcrete forming, the second positioning member 23 or the out-of-plane side of the end of the tie rod 21 can serve as a reference surface of the shotcrete forming surface, which replaces the role of the mortar cake, is simple and convenient, and belongs to one thing with multiple uses of the positioning tie member 2.

[0119] The two ends of the tie rod 21 extend into the first pouring space 31 and the second pouring space 32, while the first structural reinforcement 6a in the first concrete layer 31a and the second structural reinforcement 6b in the second concrete layer 32a can be tied on the tie rod 21, which is convenient to install, and when the spacing of the tie rod 21 is appropriate, the short transverse reinforcement (the structural reinforcement generally includes longitudinal reinforcement and transverse reinforcement) of the first structural reinforcement 6a and the second structural reinforcement 6b can be omitted; and since the tie rod 21 is fixed in position, the first structural reinforcement 6a can be fixed to the tie rod 21 by tying or welding, etc., so that the stirrup can be omitted.

[0120] Embodiment 3:

[0121] Please refer to Figures 1-9 and in combination Figure 10 , the embodiment provides a hollow inner mold net plate, which is poured and formed by a hollow inner mold net plate positioning pouring method.

[0122] The pouring method comprises the following steps:

[0123] S1: prefabricating a sandwich structure 1, the sandwich structure 1 at least comprising a sandwich structure net, the sandwich structure net being arranged at least according to the required size of the hollow inner mold net plate, and the two sides of the sandwich structure net being defined as a first pouring space 31 and a second pouring space 32.

[0124] Specifically, the terminal product in the embodiment is a concrete slab (which can be used as a concrete wall slab or a floor slab), and when the span of the concrete slab is large, the strength of the sandwich structure 1 is enhanced. In the preferred embodiment of the embodiment, the sandwich structure 1 further comprises Figure 9 a structural frame 9, and the sandwich structure net is installed on the structural frame 9. Preferably, the structural frame 9 is a square tube frame, and the material of the structural frame 9 is FRP material or metal material.

[0125] Further, when used as a wall slab and installed between the beams of the floor, the sandwich structure 1 further comprises a structural keel 7, and the structural keel 7 is installed on the structural frame 9. Correspondingly, the tension rod 21 can be optionally arranged in the sandwich structure net, the structural keel 7, or the structural frame 9.

[0126] The sandwich structure net is an internal structural reinforcement of the concrete overall pouring forming structure, and the sandwich structure net at least comprises two rows of wave structure nets, and the two rows of wave structure nets are respectively installed on both sides of the structural frame 9. Preferably, the wave structure net is a wave-shaped steel wire mesh, and the aperture of the wave-shaped steel wire mesh can be implemented according to the requirements of the guniting process.

[0127] Further, the wave-shaped steel wire mesh is alternately formed with wave crests and wave troughs, and pipes can be pre-buried at the wave crests and the wave troughs, so that subsequent water and electricity wiring is facilitated, and the step of opening slots for wiring in the later concrete slab forming process is avoided.

[0128] Further, please refer to Figure 5 and Figure 6 When the concrete slab formed by the embodiment is used as a wall body, especially an outer wall, a thermal insulation board 5 is arranged between the two wave structure nets, and the positioning tension member 2 is arranged in the thermal insulation board 5. That is, a sandwich thermal insulation wall body is formed, which can be adapted to an outer wall thermal insulation.

[0129] Please refer to Figure 8 and Figure 9 In the two rows of wave structure nets, a hollow thermal insulation layer is formed, and the hollow thermal insulation layer is provided with the thermal insulation board 5. Figure 8 In the hollow thermal insulation layer, the structural frame 9 is arranged, and the thermal insulation board 5 is embedded in the structural frame 9. Figure 9

[0130] S2: A plurality of positioning tension members 2 are arranged, and the plurality of positioning tension members 2 are arranged at intervals and arranged in the sandwich structure 1 and extended on both sides of the sandwich structure 1. The positioning tension member 2 at least comprises a tension rod 21 and two first positioning members 22. The tension rod 21 is partially or entirely provided with a thread, and the two first positioning members 22 are threadedly arranged on the tension rod 21 and located on both sides of the sandwich structure 1.

[0131] ​Specifically, each positioning pair of pullers 2 comprises at least one pull rod 21 and two first positioning members 22. The pull rod 21 is partially or entirely threaded, and the two first positioning members 22 are threaded onto the pull rod 21 and located on both sides of the sandwich structure 1, forming a clamping space for the sandwich structure 1 between the two first positioning members 22.

[0132] It should be noted that the "pull rod 21 is partially or entirely threaded" means that the first positioning member 22 on the pull rod 21 is adjusted in position by threading, but in actual operation, the adjustment range does not need to reach the full length, so the threading can be achieved within the adjustment area, but in actual component preparation, the threading can also be provided throughout the length. Preferably, the first positioning member 22 is a nut or a T-shaped nut.

[0133] In order to facilitate the thickness positioning of the first pouring space 31 and the second pouring space 32 when pouring the concrete layer, and to facilitate the formwork requirement, each positioning pair of pullers 2 further comprises at least two second positioning members 23, which are respectively arranged at the two ends of the pull rod 21, and the out-of-plane ends of the second positioning members 23 at the two ends of the plurality of pull rods 21 are flush. Preferably, the second positioning member 23 is a T-shaped nut made of injection molding material, which can wrap the pull rod 21 made of metal material to prevent cold and hot bridge problems.

[0134] S3: Structure positioning adjustment, adjusting the extension length of the pull rod 21 at both ends of the sandwich structure 1 on both sides to position the thickness of the first pouring space 31 and the second pouring space 32, adjusting the position of the two first positioning members 22 on the pull rod 21 to clamp and position the sandwich structure 1, and forming a hollow inner mold net plate positioning pouring structure after adjustment.

[0135] Specifically, according to the construction requirement, the position of the first positioning member 22 on the pull rod 21 is adjusted as a whole, thereby determining the thickness of the first pouring space 31 and the second pouring space 32, and further determining the position of the sandwich structure 1 in the overall pouring layer. Since the adjustment is by threading, the adjustment is accurate and convenient, and is also relatively convenient.

[0136] S4: Pouring concrete, pouring concrete into the first pouring space 31 and the second pouring space 32 and filling and forming.

[0137] Specifically, the pouring structure in S3 is poured into a plate as a whole in this step, and the pouring method has the following several methods:

[0138] In this step, please refer to Figures 1-4, the concrete is poured horizontally. The first concrete layer 31a is poured on the pouring platform, the pouring thickness of the first concrete layer 31a is not greater than the thickness of the first pouring space 31, and the hollow inner mold net plate positioning pouring structure is placed on the first concrete layer 31a when it is not coagulated. One end of the pull rod 21 (actually the second positioning member 23) is supported on the pouring platform or the pouring formwork (which can be the rear-dismantled pouring formwork 4a or the free-dismantled pouring formwork 4b), and the first concrete layer 31a is located in the first pouring space 31. Then, the second pouring space 32 is poured and vibrated until the hollow inner mold net plate positioning pouring structure is filled.

[0139] Alternatively, in this step, referring to Figures 1-4 and combining Figure 7 and Figure 8 , the concrete is poured vertically and the rear-dismantled formwork is poured. The rear-dismantled pouring formwork 4a is supported on both sides of the hollow inner mold net plate positioning pouring structure, and the positioning pull member 2 is supported between the rear-dismantled pouring formwork 4a. The concrete is poured and vibrated between the rear-dismantled pouring formwork 4a to fill the hollow inner mold net plate positioning pouring structure.

[0140] Alternatively, in this step, the concrete is poured vertically and the free-dismantled formwork is poured. The free-dismantled pouring formwork 4b is supported on both sides of the hollow inner mold net plate positioning pouring structure, and the positioning pull member 2 further includes two second positioning members 23, which are respectively arranged at both ends of the pull rod 21. The pull rod 21 is arranged in the free-dismantled pouring formwork 4b on both sides of the hollow inner mold net plate positioning pouring structure, the second positioning member 23 is embedded in the tie slot and tied to the end of the pull rod 21, and then the pouring and vibration are filled.

[0141] Alternatively, in this step, the concrete is poured vertically and the free-dismantled formwork is poured. The free-dismantled pouring formwork 4b is supported on both sides of the hollow inner mold net plate positioning pouring structure, and the positioning pull member 2 further includes two second positioning members 23, which are respectively arranged at both ends of the pull rod 21. The pull rod 21 is arranged in the free-dismantled pouring formwork 4b on both sides of the hollow inner mold net plate positioning pouring structure, the second positioning member 23 is embedded in the tie slot and tied to the end of the pull rod 21, and then the pouring and vibration are filled.

[0142] Further, in this step, the first structural rib 6a and the second structural rib 6b are respectively arranged in the first pouring space 31 and the second pouring space 32 (only in Figure 3The first structural rib 6a and the second structural rib 6b are fixedly installed on the pull rod 21. Specifically, in the prior art, the first structural rib 6a or the second structural rib 6b includes a cross rib, a longitudinal rib and a hoop rib, so as to form a steel cage which is cast in concrete as a structural member. In the embodiment, the plurality of positioning pull members 2 are arranged at uniform intervals, and the cross rib structure can be omitted. Moreover, the pull rod 21 of the positioning pull member 2 is in a fixed state after being positioned by the first positioning member 22, and the longitudinal rib of the first structural rib 6a or the second structural rib 6b can be directly bound or welded on the pull rod 21, so that the hoop rib can be omitted to complete the overall fixation, thereby greatly saving the cost and time and simplifying the construction steps and reducing the labor cost on site.

[0143] The embodiment has the following beneficial effects:

[0144] The positioning pull member 2 is arranged to pass through the sandwich structural member 1, the thickness of the concrete layers on both sides of the sandwich structural member 1 is positioned by the extension length of the two ends of the positioning pull member, the position of the sandwich structural member 1 in the structure after being integrally cast and formed is adjusted, the construction difficulty of workers on site is reduced, the standardized construction and installation are suitable, the construction progress and flexibility are improved, and the production can be prefabricated in combination with the factory to reduce the cost and increase the efficiency.

[0145] The sandwich structural member 1 can be provided with the thermal insulation board 5 to achieve the thermal insulation function.

[0146] The second positioning member 23 at the two ends of the positioning rod can be heat-insulated by injection molding material to solve the cold and hot bridge problem after the concrete is cast and formed.

[0147] The sandwich structural net is a lightweight structure, but can greatly improve the strength of the concrete structure.

[0148] Embodiment 4:

[0149] The embodiment provides an application of a hollow inner mold net plate, which is applied to an outer wall panel, an inner wall panel or a floor slab. Of course, it is not necessarily limited to only being applied to the outer wall panel, the inner wall panel or the floor slab. The structure can be realized by a single performance or a combined performance of any of the technical solutions described above.

[0150] The embodiment has the following beneficial effects:

[0151] When the thermal insulation board 5 is applied, the hollow inner mold net plate can be applied to the outer wall, when the thermal insulation board 5 is not applied, the hollow inner mold net plate can be applied to the inner wall or the floor slab; no matter how the hollow inner mold net plate is applied, the hollow inner mold net plate has excellent structural strength and controllable and adjustable casting thickness, and the forming construction and the like are simple and convenient, so that the labor cost can be greatly saved.

[0152] Further, the above detailed description of the application has been presented in connection with the accompanying drawings. Those skilled in the art can make various changes to the application based on the above description. Therefore, some details in the embodiments should not be construed as limiting the scope of the application. The scope of the application is defined by the appended claims.

Claims

1. A hollow formwork panel positioning and pouring structure, characterized in that, Comprising: A sandwich structure, which comprises at least a sandwich structure net, two sides of the sandwich structure net forming a first pouring space and a second pouring space; A plurality of positioning pullers, which are installed through the sandwich structure and extend on both sides of the sandwich structure, and the first pouring space and the second pouring space are positioned by the extension length of the positioning pullers on both sides of the sandwich structure; the positioning puller comprises at least a pull rod and two first positioning members, the pull rod is partially or entirely threaded, and the two first positioning members are threaded on the pull rod and located on both sides of the sandwich structure, and the two first positioning members form a clamping space of the sandwich structure; The sandwich structure further comprises a structural frame, and the sandwich structure net is installed on the structural frame; the sandwich structure net comprises at least two wave structure nets, and the two wave structure nets are installed on both sides of the structural frame; the positioning puller further comprises two second positioning members, and the two second positioning members are respectively arranged at both ends of the pull rod, and the out-of-plane ends of the second positioning members at both ends of the plurality of pull rods are flush.

2. The hollow internal form panel positioning and pouring structure of claim 1, wherein: The two wave structure nets are provided with an insulation board, and the positioning puller is installed through the insulation board.

3. A method of formwork construction using a hollow formwork panel as claimed in claim 1, wherein, Comprising: S1: A prefabricated sandwich structure, which comprises at least a sandwich structure net, and the sandwich structure net is arranged according to the required size of the hollow inner mold net plate, and two sides of the sandwich structure net are defined as a first pouring space and a second pouring space; S2: A plurality of positioning pullers are installed, and the plurality of positioning pullers are installed through the sandwich structure and extend on both sides of the sandwich structure; the positioning puller comprises at least a pull rod and two first positioning members, the pull rod is partially or entirely threaded, and the two first positioning members are threaded on the pull rod and located on both sides of the sandwich structure; S3: Structural positioning adjustment, the extension length of both ends of the pull rod on both sides of the sandwich structure is adjusted to position the thickness of the first pouring space and the second pouring space, the position of the two first positioning members on the pull rod is adjusted to clamp and position the sandwich structure, and the hollow inner mold net plate positioning pouring structure is formed after the adjustment is completed; S4: Pouring concrete, pouring concrete in the first pouring space and the second pouring space and filling and forming.

4. The method of claim 3, wherein: In step S4, the pouring concrete is horizontally poured and formed; a first concrete layer is poured on a pouring platform, the pouring thickness of the first concrete layer is not greater than the thickness of the first pouring space, the hollow inner mold net plate positioning pouring structure is placed on the first concrete layer when it is not coagulated, one end of the pull rod is supported on the pouring platform, and the first concrete layer is located in the first pouring space; then the second pouring space is poured and vibrated until the hollow inner mold net plate positioning pouring structure is poured and filled.

5. The method of claim 3, wherein: In step S4, the concrete is poured vertically and the back-dismantled formwork is used for pouring; the back-dismantled formwork is arranged on both sides of the hollow inner formwork net plate positioning pouring structure, the positioning tie members are supported between the back-dismantled formwork, and the concrete is poured and vibrated between the back-dismantled formwork to fill the hollow inner formwork net plate positioning pouring structure.

6. The method of claim 3, wherein: In step S4, the concrete is poured vertically and the back-dismantled formwork is used for pouring; the back-dismantled formwork is arranged on both sides of the hollow inner formwork net plate positioning pouring structure, the positioning tie members are supported between the back-dismantled formwork, and the concrete is poured and vibrated between the back-dismantled formwork to fill the hollow inner formwork net plate positioning pouring structure.

7. The method of claim 3, wherein: In step S4, the concrete is poured vertically and the back-dismantled formwork is used for pouring; the back-dismantled formwork is arranged on both sides of the hollow inner formwork net plate positioning pouring structure, the positioning tie members are supported between the back-dismantled formwork, and the concrete is poured and vibrated between the back-dismantled formwork to fill the hollow inner formwork net plate positioning pouring structure.

8. The method of claim 7, wherein: In step S4, the concrete is poured vertically and the back-dismantled formwork is used for pouring; the back-dismantled formwork is arranged on both sides of the hollow inner formwork net plate positioning pouring structure, the positioning tie members are supported between the back-dismantled formwork, and the concrete is poured and vibrated between the back-dismantled formwork to fill the hollow inner formwork net plate positioning pouring structure.

9. A method according to any one of claims 3 to 8, wherein: In step S4, the first structural rib and the second structural rib are arranged in the first pouring space and the second pouring space, respectively, and the first structural rib and the second structural rib are fixedly installed on the tie rod.

10. A method according to any one of claims 3 to 8, wherein: In step S1, the sandwich structure member further comprises a structural frame, and the sandwich structure net is installed on the structural frame; the sandwich structure net is implemented as at least two wave structure nets, and the two wave structure nets are installed on both sides of the structural frame, respectively; the positioning tie members are installed through the insulation board arranged between the two wave structure nets.

11. A method according to any one of claims 3 to 8, wherein: In step S1, the sandwich structure member further comprises a structural frame, and the sandwich structure net is installed on the structural frame; the sandwich structure net is implemented as at least two wave structure nets, and the two wave structure nets are installed on both sides of the structural frame, respectively; the positioning tie members are installed through the insulation board arranged between the two wave structure nets.

12. A hollow internal mold web panel characterized by, The positioning pouring method according to any one of claims 3-11.

13. Use of the hollow insert net plate according to claim 12, characterized in that The application is applied to outer wall panels, inner wall panels or floors.

Images