CN219418297U - Real operating method and equipment for assembling building components - Google Patents
Real operating method and equipment for assembling building components Download PDFInfo
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- CN219418297U CN219418297U CN202320272684.5U CN202320272684U CN219418297U CN 219418297 U CN219418297 U CN 219418297U CN 202320272684 U CN202320272684 U CN 202320272684U CN 219418297 U CN219418297 U CN 219418297U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to an assembly type building member assembly real operation method device which comprises a foundation structure and an assembly structure, wherein the lower end of a steel frame is connected with a foundation base, the upper end of the steel frame is provided with two layers of concrete raft boards, one corner of each two layers of concrete raft boards is provided with an assembly notch, and stairs are arranged on one side of the steel frame to connect the foundation base with the two layers of concrete raft boards; the assembly structure comprises an outer wall hanging plate, a shear wall external wall plate and a prefabricated floor slab, wherein an embedded anchor piece at the upper end of the outer wall hanging plate is connected with a steel structure beam through a bolt, and an embedded bracket support at the lower end of the outer wall hanging plate is propped against a frame bracket; the outer wall plate of the shear wall is hung on the two layers of concrete raft plates in an L shape; the prefabricated floor sets up in the assembly breach, including truss reinforced concrete superimposed sheet and PK board, both board ends are all placed on steel construction roof beam and are supported at the foundation through vertical support. The utility model can be repeatedly assembled and disassembled for training, combines micro courses, and combines theory and practice for training, thereby not only culturing the whole engineering application capability of students, but also training the practical operation capability.
Description
Technical Field
The utility model relates to the technical field of practical training equipment, in particular to an assembly type building component assembly practical operation method device.
Background
The assembled building has become trend of development of the building industry, and is a novel industry for converting the traditional building into industrialization. However, the assembly building industry is still in a starting stage, and the lack of talents is a major bottleneck for enterprises to advance the modernization of the building industry.
At present, the talents of specialized technologies of assembled building in China are less than 10 ten thousand, and the talents of specialized technologies for developing requirements of novel modern building industry in China are estimated to be at least nearly 800 ten thousand. The talents required by modernization of the construction industry are currently still blank in college culture. At present, no detachable integrated building physical model product for practical operation and matching digital teaching resources is designed for assembled building teaching, generally, the culture of assembled building talents is classroom theoretical knowledge explanation and engineering on-site practice, the combination of the theory and practice is not coherent, the learning mode has a longer period, and meanwhile, related building engineering cooperation is needed, the constraint condition is more, the cost is high, and the assembled building beginner directly enters a construction site to work, so that the assembled building talent has higher danger.
Therefore, the equipment which can not only meet the requirement of cognition and learning of the assembled building, but also enable students to practice and have no field danger is designed to meet the training and teaching environment of universities for assembled talents.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides an assembly type building component assembly real operation method device, which meets the requirement that modern people in the building industry can only cultivate, real training staff can complete the assembly process of different structures of buildings by operating a new small building entity model, and complete the cognition of assembly type building knowledge, the familiarity of working procedures, the knowledge of post responsibilities and the reinforcement of professional knowledge by combining with matched teaching resources.
The utility model is realized by the following technical scheme:
provides a real operation method device for assembling assembled building components, which comprises a basic structure and an assembling structure,
the foundation structure comprises a foundation, a steel frame and stairs, wherein the lower end of the steel frame is connected to the foundation, the upper end of the steel frame is provided with two layers of concrete raft plates, the two layers of concrete raft plates are preset with shear wall dowel steel foundations and reserved with steel frame connection foundations and shear wall inclined support fixing bolts, one corner of each two layers of concrete raft plates is provided with an assembly notch, and the stairs are arranged on one side of the steel frame and connected with the foundation and the two layers of concrete raft plates;
the assembly structure comprises an outer wall hanging plate, a shear wall external wall plate and a prefabricated floor slab, wherein an anchor piece is embedded in the upper end of the outer wall hanging plate and is connected with a steel structure beam through a bolt, and the lower end of the outer wall hanging plate is connected with a bracket support; the shear wall external wall board is provided with at least three blocks, is hung on the two layers of concrete raft in an L shape and is temporarily fixed through an inclined support; the prefabricated floor is laid in the assembly gap, comprises truss reinforced concrete superimposed sheets and PK plates, and the two plate ends are both placed on the steel structure beam and supported on the foundation through vertical supports.
Further, the steel frame is spliced by steel structure column and steel structure beam bolt, and the lower extreme of steel structure column is connected with the pre-buried rag bolt in foundation upper portion, and the upper end of steel structure column sets up one-way bracket and steel structure beam bolted connection.
Furthermore, the foundation is an independent foundation, a 100mm thick C15 plain concrete cushion layer is arranged at the bottom, an HRB400 reinforcement cage is arranged in the foundation main body, C30 concrete is arranged outside the foundation main body, and foundation bolts are embedded in the foundation.
The foundation is a lower structure of the building, and all loads transmitted by the upper structure of the building are transmitted to the foundation by the foundation through bolt connection between the embedded foundation bolts and the steel structure columns. C30 concrete is poured and formed after the positions of the reinforcement cage and the foundation bolts are ensured to be accurate and stable and the formwork is erected for reinforcement, and when the strength of the concrete is more than or equal to 75%, earth backfilling is carried out, and then upper structure assembly is carried out.
Furthermore, the stairs use channel steel as stair binding, the pattern steel plate is bent to be a step, and the stair is connected through welding and bolts.
The steel structure stair has the advantages of few supporting points, high bearing capacity, high technical content, difficult influence by structures such as upright posts and floors, firmness and firmness, convenient assembly and convenience for two-layer real operation or visit.
Further, the exterior wall hanging plate consists of an exterior leaf wallboard, a heat insulation board and an interior leaf board, wherein an embedded part is arranged at the lower part and connected with a bracket of the frame, and an anchor plate embedded part is arranged at the upper part and connected with the frame through bolts.
Students can intuitively recognize the whole prefabricated wallboard and the connecting structure, and can hoist and mount the wallboard and fixedly connect bolts.
Further, the prefabricated shear wall external wall panel consists of an outer leaf, an inner leaf and an intermediate layer, wherein the inner leaf is a prefabricated concrete solid shear wall, the intermediate layer is a heat preservation and insulation layer, the outer leaf is a protection layer of the heat preservation and insulation layer, and the heat preservation and insulation layer is connected with the inner leaf and the outer leaf by adopting a drawknot piece.
The shear wall combination can be used for students to train the connection structures of the L-shaped nodes, is integrated into the external wall board of the prefabricated shear wall, and can be used for the cognition and practical operation of the external wall of the prefabricated shear wall and the assembly practical operation training of the cast-in-situ node structure and the structural components of the shear wall.
Preferably, the foundation structure further comprises a protective structure, the protective structure comprises a maintenance railing and an assembly scaffold, the maintenance railing is arranged on the temporary edges of the stairs and the wall, and the assembly scaffold is arranged outside the safety area of the shear wall.
The protection structure mainly plays a role of safety protection, and is convenient for students to safely assemble.
Preferably, each member in the basic structure and the assembly structure is provided with a two-dimensional code, and corresponding learning content is linked in the two-dimensional code.
The entity model prefabricated part comprises a two-dimensional code scanning function, and corresponding micro-class knowledge can be learned through scanning.
The utility model has the beneficial effects that:
the utility model integrates main stream and representative component types, such as structural building typical components of steel frame structures, high-rise shear wall structures and the like, and the production of solid model parts is manufactured according to national building standards. The training of repeated disassembly and assembly can be performed, and the training is performed simultaneously by combining the two-dimensional code micro-course of the component and the theory and practice, so that the capability of the whole engineering application of students is cultivated, the practical operation capability is provided, and the knowledge principle, the technological process and the skill practical operation capability are comprehensively improved.
Role division cooperation, the role cooperation capability in the practical engineering practice process is experienced, and seamless butt joint of a school enterprise is enhanced. The assembly type modularized design thought is adopted, the disassembly and assembly are convenient and quick, the carrying is easy, the overall structure planning and design are reasonable, the occupied area of the overall structure is small, the equipment is placed without being influenced by the field, and the assembly type modularized design thought is used for more convenient indoor training of students.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a schematic view of the foundation structure of the present utility model.
Fig. 3 is a schematic structural view of a steel structural column according to the present utility model.
Fig. 4 is a schematic structural view of a steel structural beam according to the present utility model.
Fig. 5 is a schematic view of the structure of the stair according to the present utility model.
Fig. 6 is a schematic structural view of the exterior wall cladding according to the present utility model.
FIG. 7 is a schematic view of a shear wall external wall panel according to the present utility model.
Fig. 8 is a schematic structural view of a truss reinforced concrete composite slab.
Fig. 9 is a schematic structural diagram of a PK plate.
The figure shows:
1. the foundation comprises a foundation base, 101, C15 plain concrete cushion layers, 102, C30 concrete layers, 103, foundation bolts, 2, steel structure columns, 201, one-way brackets, 3, steel structure beams, 4, two-layer concrete raft boards, 5, stairs, 6, a protective structure, 7, an outer wall hanging board, 8, a shear wall outer wall board, 9, an assembly notch, 10, PK boards, 11, truss reinforced concrete superimposed sheets, 12, vertical supports, 13 and oblique supports.
Detailed Description
In order to clearly illustrate the technical characteristics of the scheme, the scheme is explained below through a specific embodiment.
An assembly type building component assembly real operation method device comprises a base structure and an assembly structure.
The foundation structure comprises a foundation 1, a steel frame and stairs, wherein the foundation is an independent foundation, a 100mm thick C15 plain concrete cushion layer 101 is arranged at the bottom of the foundation, an HRB400 reinforcement cage is arranged inside a foundation main body, C30 concrete 102 is arranged outside the foundation main body, and foundation bolts 103 are embedded in the foundation. The foundation 1 is a substructure of a building. By connecting the upper pre-buried anchor bolts 103 with the steel structural columns 2, the foundation transfers the entire load transferred from the building superstructure to the foundation. In construction, in order to ensure the firmness of the foundation, a field construction mode is generally adopted. In the foundation construction, an independent foundation is generally adopted, a C15 plain concrete cushion layer 101 with the thickness of 100mm is arranged at the bottom of the foundation, a foundation main body is installed after being integrally bound by an HRB400 reinforcement cage, foundation bolts 103 are pre-buried, and measures are taken. After the accurate and stable positions of the reinforcement cage and the foundation bolts are ensured, a template is erected and reinforced, then C30 concrete 102 is poured, earth backfilling is carried out when the concrete strength is more than or equal to 75%, and then upper structure assembly is carried out.
The lower extreme of steel frame is connected on foundation 1, wherein: the steel frame is spliced by steel construction post 2 and steel construction roof beam 3 bolt, and the lower extreme of steel construction post is connected with the pre-buried rag bolt 103 in foundation 1 upper portion, and the upper end of steel construction post 2 sets up one-way bracket 201 and steel construction roof beam 3 bolted connection. In the utility model, the steel structure column 2 is a solid steel column, is designed by scaling a real steel column in equal proportion, and can be used for steel column cognition, steel column node connection cognition and assembly practical operation training of a steel frame hanging plate structure. The design of the steel structure column meets the national standard requirement; the bottom end of the steel structure column 2 is provided with a column foot bolt hole for connecting the steel structure column 2 with the foundation bolt 103; the upper end of the steel structure column 2 is provided with a one-way bracket 201 for connecting the steel structure beams 3; the adopted steel has the qualification assurance of five requirements of extrusion tensile strength, elongation, yield point, cold bending and normal temperature impact toughness test (V-shaped notch). The steel structure beam 3 is designed in a scaling mode of a real steel beam in equal proportion, and can be used for assembly practical operation training of steel beam cognition, steel beam node connection cognition and steel frame hanging plate structure. The steel structure beam design meets the national assembly type standard requirement; bolt holes are formed at two ends of the steel structure beam 3, and the steel structure beam is connected with one-way brackets 201 of the steel structure column 2 by adopting high-strength bolts; the adopted steel has the qualification assurance of five requirements of extrusion tensile strength, elongation, yield point, cold bending and normal temperature impact toughness test (V-shaped notch).
The upper end of the steel frame is provided with a two-layer concrete raft 4, the two-layer concrete raft 4 is provided with a shear wall dowel foundation in advance and reserved with a steel frame connection foundation and a shear wall inclined support fixing bolt, the two-layer concrete raft 4 is a concrete prefabricated raft, can be transported to a construction site for direct hoisting and installation, is an operation foundation of a two-layer shear wall structure, is provided and fixed on the steel frame foundation and is used for constructing a construction floor of a shear wall. The method comprises the steps of presetting a shear wall dowel foundation, reserving a steel frame connection foundation, reserving shear wall inclined support fixing bolts, reserving floor installation space and the like, and completely meeting the vertical load of upper practical operation training.
The stairs 5 are arranged on one side of the steel frame and are connected with the foundation 1 and the two layers of concrete raft boards 4. The stair 5 uses channel steel as stair binding, the pattern steel plate is bent into steps, and the steps are connected through welding and bolts.
The foundation structure further comprises a protective structure, the protective structure comprises a maintenance railing and an assembly scaffold, the maintenance railing is arranged on the temporary edges of the stairs and the wall, and the assembly scaffold is arranged outside the safety area of the shear wall.
The assembly structure comprises an outer wall hanging plate 7, a shear wall external wall plate 8 and a prefabricated floor slab, wherein an embedded anchoring piece at the upper end of the outer wall hanging plate 7 is connected with a steel structure beam 3 through bolts, and an embedded bracket support at the lower end of the outer wall hanging plate 7 abuts against a frame bracket. The outer wall hanging plate 7 consists of an outer leaf wallboard, a heat insulation board and an inner leaf board, an embedded part is arranged at the lower part and connected with a bracket of the frame, and an anchor plate embedded part is arranged at the upper part and connected with the frame through bolts. Students can intuitively recognize the whole prefabricated wallboard and the connecting structure, and can hoist and mount the wallboard and fixedly connect bolts. In order to meet individualized practical training requirements of institutions, one set of real concrete members and one set of simulation outer wall hanging plate members are matched. The simulated exterior wall cladding member is a hollow metal simulated member, the surface is coated with clear concrete simulated paint, the shape and the size of the simulated exterior wall cladding member are consistent with those of the corresponding member, the weight is reduced, and students can be assisted to quickly master the assembly skill; the real concrete member is consistent with the reality, and the real hoisting experience of students can be enhanced. Both components meet the repeated hoisting requirement of the universities and the universities.
The prefabricated shear wall external wall panel 8 consists of three parts, namely an outer leaf, an inner leaf and an intermediate layer, wherein the inner leaf is a prefabricated concrete solid shear wall, the intermediate layer is a heat preservation and insulation layer, the outer leaf is a protection layer of the heat preservation and insulation layer, and the heat preservation and insulation layer is connected with the inner leaf and the outer leaf by adopting a drawknot piece. The shear wall external wall panel 8 is provided with at least three shear wall external wall panels, is hung on the two layers of concrete raft in an L shape and is temporarily fixed through an inclined support, and the shear wall combination can be used for students to train the connection structure of the L-shaped nodes. The grouting sleeve and the lower rabbet are reserved at the bottom, the grouting hole and the slurry outlet hole are reserved at the end, the reinforcing steel bars and the upper rabbet are reserved at the upper part, the stirrups are thrown at the two sides, the hanging nails and the template through holes are embedded in the wall body, the inclined support nuts and the template through holes are reserved on the wall surface, and the stirrups are thrown at the two sides of the wall body.
In order to meet individualized practical training requirements of institutions, one set of real concrete member and one set of simulation shear wall outer wall member are matched. The outer wall component of the simulation shear wall is a hollow metal simulation component, the surface of the outer wall component is coated with clear concrete simulation paint, the shape and the size of the outer wall component are consistent with those of the corresponding component, the weight is reduced, and students can be assisted to quickly master the assembly skill; the real concrete member is consistent with the reality, and the real hoisting experience of students can be enhanced. Both components meet the repeated hoisting requirement of the universities and the universities.
The two-layer concrete raft 4 one corner is provided with an assembly notch 9, and the prefabricated floor slab is arranged in the assembly notch 9, and comprises a truss reinforced concrete composite slab 11 and a PK plate 10, wherein the two plate ends are both placed on the steel structure beam 3 and supported on the foundation 1 through a vertical support 12. The truss reinforced concrete composite slab 11 belongs to a semi-precast member, the lower part is a precast concrete slab, and the exposed part is truss reinforced steel bars. The thickness of the prefabricated part of the precast concrete laminated slab is 60mm, and the laminated slab is subjected to secondary pouring after being installed in place on a construction site, so that the integral solid slab is formed.
The product is integrated into the truss superimposed sheet, and can be used for truss superimposed sheet cognition, wallboard floor overlap joint structure, support and prop up and superimposed sheet hoist and mount practice training. The truss superimposed sheet design meets the requirements of national assembly type standard atlas- "15G 366-1 truss reinforced concrete superimposed sheet-60 mm thick bottom plate". The upper part is provided with truss steel bars, the end parts are thrown with steel bars, the plate body is in a napped state, hanging points are arranged, and the like. The product is integrated into the PK plate 10, and can be used for PK plate cognition, wallboard floor lap joint structure, support and erection and PK plate hoisting practical operation training. I.e. expands the knowledge field of students and has the function of increasing the skill of practical exercises. The upper part of the product is provided with a steel pipe truss, and the end part is thrown with a steel bar.
The utility model is scaled with the practical building components in equal proportion, and the occupied area is about 16m 2 The height is about 4m, the steel frame hanging plate structure is divided into an upper layer and a lower layer, one layer is a steel frame hanging plate structure, and can be used for cognition of steel structural members, node learning and hanging plate hanging, and a stable foundation is provided for the two-layer structure; through stair 5 can reach two-layer, and two-layer is concrete shear wall structure, can carry out cognition, the support understanding of concrete member, node study (vertical "one" type node of wallboard and "L" type node), through the "high altitude assembly" condition of structure, can more truly experience wallboard hoist and mount, cast-in-place node reinforcement and floor hoist and mount. In order to meet individualized hoisting requirements of institutions, each concrete member for practical operation is provided with a real concrete structural member and a simulation member made of hollow metal materials in the same shape and size, the quality of the simulation member and the real member is obviously reduced, and the concrete member can be used for training primary practical students and sequentially reinforcing assembly skills. The equipment matched tool is mainly used for the actual practice training of students, accessories, equipment and the like, and comprises: aluminum film plate, support, insertion frame, hoisting equipment, lifting appliance, fittings, tool box and the like. In addition, safety helmets, luminous vests, labor protection gloves and the like which are necessary for practical training.
In the utility model, each component in the basic structure and the assembly structure is provided with the two-dimensional code, and the two-dimensional code is internally linked with corresponding learning content. The entity model prefabricated part comprises a two-dimensional code scanning function, and corresponding micro-class knowledge can be learned through scanning. And scanning and accessing through the two-dimensional code. The method comprises hoisting resource materials of different components, connecting the wallboard floor with the resource materials, and guiding the resource materials by practical training. The resource formats are diverse, such as pictures (png/jpg), videos (MP 4), texts, etc.
Of course, the above description is not limited to the above examples, and the technical features of the present utility model that are not described may be implemented by or by using the prior art, which is not described herein again; the above examples and drawings are only for illustrating the technical scheme of the present utility model and not for limiting the same, and the present utility model has been described in detail with reference to the preferred embodiments, and it should be understood by those skilled in the art that changes, modifications, additions or substitutions made by those skilled in the art without departing from the spirit of the present utility model and the scope of the appended claims.
Claims (8)
1. An assembly type building component assembly real operation method device is characterized in that: comprising a basic structure and an assembling structure,
the foundation structure comprises a foundation, a steel frame and stairs, wherein the lower end of the steel frame is connected to the foundation, the upper end of the steel frame is provided with two layers of concrete raft plates, the two layers of concrete raft plates are preset with shear wall dowel steel foundations and reserved with steel frame connection foundations and shear wall inclined support fixing bolts, one corner of each two layers of concrete raft plates is provided with an assembly notch, and the stairs are arranged on one side of the steel frame and connected with the foundation and the two layers of concrete raft plates;
the assembly structure comprises an outer wall hanging plate, a shear wall external wall plate and a prefabricated floor slab, wherein an anchor piece is embedded in the upper end of the outer wall hanging plate and is connected with a steel structure beam through a bolt, and the lower end of the outer wall hanging plate is connected with a bracket support; the shear wall external wall board is provided with at least three blocks, is hung on the two layers of concrete raft in an L shape and is temporarily fixed through an inclined support; the prefabricated floor is laid in the assembly gap, comprises truss reinforced concrete superimposed sheets and PK plates, and the two plate ends are both placed on the steel structure beam and supported on the foundation through vertical supports.
2. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the steel frame is spliced by steel construction post and steel construction roof beam bolt, and the lower extreme of steel construction post is connected with the pre-buried rag bolt in foundation upper portion, and the upper end of steel construction post sets up one-way bracket and steel construction roof beam bolted connection.
3. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the foundation is an independent foundation, a 100mm thick C15 plain concrete cushion layer is arranged at the bottom of the foundation, an HRB400 reinforcement cage is arranged inside a foundation main body, C30 concrete is arranged outside the foundation main body, and foundation bolts are embedded in the foundation.
4. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the stair uses channel steel as a stair binding, the patterned steel plate is bent to be a step, and the stair is connected through welding and bolts.
5. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the exterior wall hanging plate consists of an exterior leaf wall plate, a heat-insulating plate and an interior leaf plate, wherein the lower part of the exterior wall hanging plate is provided with an embedded part connected with a bracket of the frame, and the upper part of the exterior wall hanging plate is provided with an anchoring plate embedded part connected with a bolt of the frame.
6. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the prefabricated shear wall outer wall board consists of three parts, namely an outer leaf, an inner leaf and an intermediate layer, wherein the inner leaf is a prefabricated concrete solid shear wall, the intermediate layer is a heat preservation and insulation layer, the outer leaf is a protection layer of the heat preservation and insulation layer, and the heat preservation and insulation layer is connected with the inner leaf and the outer leaf by adopting a drawknot piece.
7. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: the foundation structure further comprises a protective structure, the protective structure comprises a maintenance railing and an assembly scaffold, the maintenance railing is arranged on the temporary edges of the stairs and the wall, and the assembly scaffold is arranged outside the safety area of the shear wall.
8. The fabricated building element assembly real operation method apparatus according to claim 1, wherein: each component in the basic structure and the assembly structure is provided with a two-dimensional code, and corresponding learning contents are linked in the two-dimensional code.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202320272684.5U CN219418297U (en) | 2023-02-21 | 2023-02-21 | Real operating method and equipment for assembling building components |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202320272684.5U CN219418297U (en) | 2023-02-21 | 2023-02-21 | Real operating method and equipment for assembling building components |
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| CN219418297U true CN219418297U (en) | 2023-07-25 |
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| CN202320272684.5U Active CN219418297U (en) | 2023-02-21 | 2023-02-21 | Real operating method and equipment for assembling building components |
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