CN111305376A - Steel structure-based rapid assembly type building assembly and intelligent assembly method thereof - Google Patents
Steel structure-based rapid assembly type building assembly and intelligent assembly method thereof Download PDFInfo
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- CN111305376A CN111305376A CN202010149305.4A CN202010149305A CN111305376A CN 111305376 A CN111305376 A CN 111305376A CN 202010149305 A CN202010149305 A CN 202010149305A CN 111305376 A CN111305376 A CN 111305376A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
The invention discloses a steel structure-based rapid assembly type building assembly and an intelligent assembly method thereof. The steel structure-based rapid assembly type building assembly and the intelligent assembly method thereof can achieve the purpose of facilitating assembly of assembly personnel, greatly expand the application range of the assembly, do not need to additionally design and produce steel structures of required types for assembly when assembling the corner of a building or the bending variable part of the building, save a large amount of manpower and material resources, greatly enhance the anti-seismic performance of the assembly building, greatly improve the intelligent degree of the assembly method and improve the assembly efficiency of the building.
Description
Technical Field
The invention relates to the technical field of steel structure assembly, in particular to a steel structure-based rapid assembly type building assembly and an intelligent assembly method thereof.
Background
The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall boards, stairs, balconies and the like) in the factory, transporting the building components and accessories to a building construction site, assembling and installing the building components and the accessories on the site through a reliable connection mode, wherein the prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, because the prefabricated building components are designed in a standardized mode, produced in a factory mode, constructed in an assembly mode, managed in an informatization mode and applied in an intelligentized mode, is a representative of the modern industrial production mode, along with the development of the batch technology of the modern industry, the building can be manufactured in a set mode like machine production, only the prefabricated building components are transported to a construction site for assembly, the prefabricated building can arouse the interest of people from the beginning of the 20, the English, French, Soviet Union and other countries make an attempt firstly, because the construction speed of the assembly type building is high, the production cost is low, the assembly type building is rapidly popularized all over the world, the appearance of the assembly type building in the early stage is relatively stiff, and later, people make improvements on the design, so that the flexibility and the diversity are increased, and the assembly type building not only can be built in batches, but also has rich styles.
Referring to a steel structure assembly type building assembly and a steel structure assembly type building with the Chinese patent application number of CN201710654822.5, the steel structure assembly type building comprises a precast slab and an I-shaped steel connecting plate clamped with one side of the precast slab, wherein one side, clamped with the I-shaped steel connecting plate, of the precast slab is provided with at least one first clamping groove and at least one first convex block extending along the length direction of the precast slab, the other side of the precast slab is provided with a second convex block clamped with the first clamping groove and a second clamping groove clamped with the first convex block, and the I-shaped steel connecting plate is provided with clamping holes corresponding to the first convex block and the second; simple structure, convenient assembling and the fast advantage of assembly speed, the building structure intensity that the assembly obtained simultaneously is high, stability is good.
This patent suffers from the following disadvantages:
1) the assembly components are used singly, and the I-shaped steel and the prefabricated plates are connected and installed, so that when the assembly of the corner of a building or the bending variable part of the building is carried out, steel structures of the types required by production need to be additionally designed and assembled, manpower and material resources are greatly wasted, the I-shaped steel can not be connected with the prefabricated plates and can also be connected with the movable adapter piece by innovating the assembly structure of the I-shaped steel, and the aim of facilitating the assembly of an assembler can not be achieved;
2) the steel structure assembled building has poor earthquake resistance, when micro-earthquake occurs, the single steel structure assembled building can only rely on the toughness of steel structure materials and assembly reserved gaps for earthquake resistance, the earthquake resistance effect is poor, only small-scale earthquake can be resisted, and meanwhile, due to long-term use of the building, the steel structure materials are easy to age, so that the assembled building is in earthquake resistance failure, and the long-term earthquake resistance requirement of the assembled building cannot be met;
3) the intelligent degree of the assembly method is low, complete assembly early-stage planning preparation is not available, building personnel spend a large amount of time to carry out statistics on assembly materials, the workload of the building personnel is increased, the assembly efficiency of a building is reduced, the intelligent assembly system cannot be established, the whole assembly process and the planning processing of the materials can be completed only by inputting assembly data and assembly requirements during assembly, and therefore great inconvenience is brought to the assembly work of the building personnel.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a steel structure-based rapid assembly type building component and an intelligent assembly method thereof, which solves the problems that the prior assembly type building component is single in use, because the I-shaped steel and the precast slabs are connected and installed, when the assembly of the corner or the bending variable part of the building is carried out, the steel structure of the required type needs to be additionally designed and produced for assembly, which greatly wastes manpower and material resources, has poor shock resistance and easy aging of steel structure materials, therefore, the earthquake resistance of the assembly building is failed, the long-term earthquake resistance requirement of the assembly building cannot be met, meanwhile, the intelligent degree of the assembly method is low, complete early-stage planning preparation of assembly is not available, building personnel are required to spend a large amount of time for counting assembly materials, the workload of the building personnel is increased, and the problem of building assembly efficiency is reduced.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: quick assembly formula building element based on steel construction, including I-steel, prefabricated plate, adaptor and U-shaped connector link, the both sides of I-steel inner wall all are through connecting plate fixedly connected with antidetonation subassembly, and the first engaging lug of one side fixedly connected with of antidetonation subassembly, the equal fixedly connected with in both sides of prefabricated plate and the second engaging lug of first engaging lug looks adaptation, and rotate through the movable assembly between one side of adaptor and the antidetonation subassembly and be connected.
The movable assembly comprises a movable block, a movable groove is formed in one side of the movable block, a movable rod is connected between two sides of the inner wall of the movable groove in a rotating mode through a bearing, a connecting plate is fixedly connected to the outer surface of the movable rod, one side of the connecting plate penetrates through the movable block and extends to the outer portion of the movable block, the connecting plate extends to an arc plate fixedly connected to one side of the outer portion of the movable block, threaded holes are formed in the top and the bottom of the arc plate, and a third connecting lug matched with the first connecting lug in a fixed mode is arranged on the other side of the movable block.
Preferably, the bottom of the U-shaped connecting buckle is provided with a through hole, and the bottom of the inner wall of the U-shaped connecting buckle is fixedly connected with a fixing nut matched with the through hole.
Preferably, the end face of the I-shaped steel and the end face of the precast slab are both provided with limit grooves matched with the U-shaped connecting buckles.
Preferably, the two sides of the top of the inner wall of the I-shaped steel and the two sides of the bottom of the inner wall are fixedly connected with limiting reinforcing ribs, and the top and the bottom of the two sides of the prefabricated plate are provided with grooves matched with the limiting reinforcing ribs.
Preferably, the antidetonation subassembly includes the antidetonation piece, the activity groove has been seted up to one side of antidetonation piece, and the inside in activity groove is through antidetonation spring fixedly connected with T shape alloy connecting piece, the antidetonation piece is run through and extend to the outside of antidetonation piece to one side of T shape alloy connecting piece, and T shape alloy connecting piece extends to the outside one side of antidetonation piece and carries out fixed connection through fastening bolt with first engaging lug.
Preferably, antidetonation subassembly quantity is six at least, and three antidetonation subassembly is a set of, and totally two sets of, two sets of the even symmetry of antidetonation subassembly is installed in the both sides of I-steel inner wall, and the middle part position at I-steel top sets up the mounting groove of easy to assemble.
Preferably, the two sides of the outer surface of the adapter are provided with arc-shaped grooves matched with the arc-shaped plates.
Preferably, the mounting holes in the middle parts of the first connecting lug, the second connecting lug and the third connecting lug are threaded.
The invention also discloses an intelligent assembling method of the rapid assembly type building component based on the steel structure, which specifically comprises the following steps:
s1, before assembling the steel structure building, a user interacts with the building assembling system through a user interaction terminal of a computer terminal or a mobile terminal, interacts with the assembling data analysis planning system through a data processing unit, and plans building assembling information through an assembling building modeling unit and an assembling component planning unit in the assembling data analysis planning system respectively;
s2, a user imports the outline dimension, the floor area and the internal design requirement data of a building to be assembled into an assembly building modeling unit through an assembly data import module, then extracts a modeling template from a graphic database module through a model template extraction module in the assembly building modeling unit, or the user directly draws a drawing through a user drawing module, then edits the extracted template through a data correction module or corrects the drawn building model through data, and then records the building assembly model through a modeling generation module;
s3, after the building assembly model is successfully manufactured in the step S2, the assembly planning unit is used for conducting statistical calculation processing on the assembly, and the I-steel, the prefabricated slab and the adapter are respectively led into the assembly planning unit through the I-steel information leading-in module, the prefabricated slab information leading-in module and the adapter information leading-in module;
s4, the assembly component planning unit counts the number of the I-beams, the prefabricated plates and the adapters through an internal I-beam number counting module, a prefabricated plate number counting module and an adapter number counting module respectively according to the building assembly model generated in the step S2, checks the shape size, the number information and the material information of the imported I-beams, the prefabricated plates and the adapters through an assembly steel structure quality inspection module respectively, obtains the number counting data of the assembly parts after the checking is passed, and sends the counting data to the user interaction terminal;
s5, controlling the assembly flow chart generation module through the central processing module in the data processing unit according to the building model and the assembly planning data in the steps S2-S4 to generate an assembly flow chart, analyzing the assembly error range to be reached by each assembly component in the transfer process through the assembly error analysis module, and directly obtaining the assembly flow chart and the assembly error requirement through the interactive terminal by a user;
s6, when assembling, using the I-steel as a basic assembly part, assembling prefabricated plates on two sides of the I-steel simultaneously or assembling the prefabricated plates and an adapter simultaneously, when the prefabricated plates and the I-steel are connected and installed, firstly inserting limiting reinforcing ribs installed on the I-steel into grooves formed in the side faces of the prefabricated plates, then aligning a first connecting lug with a second connecting lug, screwing a fastening bolt into a middle connecting lug through an installation groove formed in the middle of the I-steel, then connecting and positioning the prefabricated plates and the middle of the I-steel, then respectively inserting two sides of a U-shaped connecting buckle into limiting grooves, and screwing the fastening bolt into the limiting grooves through a through hole for fastening;
s7, when the adaptor is required to be connected, the movable assembly and the I-shaped steel are fixed through the first connecting lug and the third connecting lug, then the arc-shaped plate is placed in the arc-shaped groove, the arc-shaped plate and the adaptor are fixed through the bolt, the same operation is carried out, and the assembly of the building is carried out according to the building model and the process.
Preferably, the building modeling module assembled in step S2 includes a model template extraction module, a user drawing module, a data correction module, and a modeling generation module, and the assembly component planning unit assembled in step S4 includes an assembly steel structure quality inspection module, an i-steel quantity statistics module, a prefabricated slab quantity statistics module, and an adaptor quantity statistics module.
(III) advantageous effects
The invention provides a steel structure-based rapid assembly type building component and an intelligent assembly method thereof. Compared with the prior art, the method has the following beneficial effects:
(1) the steel structure-based rapid assembly type building component and the intelligent assembly method thereof, the anti-seismic components are fixedly connected with the two sides of the inner wall of the I-shaped steel through the connecting plates, the first connecting lugs are fixedly connected with one sides of the anti-seismic components, the second connecting lugs matched with the first connecting lugs are fixedly connected with the two sides of the precast slab, one side of the adapter piece is rotatably connected with the anti-seismic components through the movable components, can realize the innovation of the assembly structure of the I-steel, so that the I-steel can be connected with the precast slab and the movable adapter, the aim of facilitating the assembly of the assembly personnel is well fulfilled, the application range of the assembly is greatly expanded, when the assembly of the bending variable part of the building corner or the building is carried out, the steel structure of the type required by the additional design and production is not needed to be assembled, and a large amount of manpower and material resources are saved.
(2) This quick assembly formula building component based on steel construction and intelligent assembly method thereof, antidetonation subassembly includes the antidetonation piece, the movable groove has been seted up to one side of antidetonation piece, and the inside of movable groove is through antidetonation spring fixedly connected with T shape alloy connecting piece, one side of T shape alloy connecting piece runs through the antidetonation piece and extends to the outside of antidetonation piece, and T shape alloy connecting piece extends to the outside one side of antidetonation piece and carries out fixed connection through fastening bolt with first connecting ear, can strengthen the anti-seismic performance of assembly building greatly, can not only resist small-size earthquake, and also can carry out fine antidetonation protection to medium-sized earthquake, the easy ageing of long-term use steel construction material of building has been avoided, lead to the emergence of the assembly building antidetonation inefficacy condition.
(3) This rapid Assembly formula building element and intelligent assembly method based on steel construction, through adopting intelligent assembly system to carry out the processing of assembly data, the intelligent degree of assembly method has greatly been promoted, realize carrying out complete assembly prophase planning preparation to the assembly building, need not that construction personnel spend the statistics of a large amount of time assembling material, construction personnel's work burden has been lightened, the assembly efficiency of building has been improved, fine realization is through establishing intelligent assembly system, only need input assembly data and assembly demand when assembling, can accomplish the planning of whole assembly flow and material and handle, thereby construction personnel's assembly work has been made things convenient for greatly.
(4) According to the steel structure-based rapid assembly type building assembly and the intelligent assembly method thereof, the limiting grooves matched with the U-shaped connecting buckles are formed in the end faces of the I-shaped steel and the prefabricated plates, the limiting reinforcing ribs are fixedly connected to the two sides of the top of the inner wall of the I-shaped steel and the two sides of the bottom of the inner wall of the I-shaped steel, the grooves matched with the limiting reinforcing ribs are formed in the top and the bottom of the two sides of the prefabricated plate, the connection effect between the I-shaped steel and the prefabricated plate can be enhanced, stress is dispersed, damage to a building steel structure caused by stress concentration is avoided, and therefore the safety of an assembly building is greatly improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion of the invention at A in FIG. 1;
FIG. 3 is a cross-sectional view in elevation of the present invention;
FIG. 4 is a schematic view of a movable assembly according to the present invention;
FIG. 5 is a schematic structural view of the seismic assembly of the present invention;
FIG. 6 is a schematic view of the U-shaped fastener of the present invention;
FIG. 7 is a system schematic block diagram of the assembly method of the present invention;
FIG. 8 is a schematic block diagram of a user interaction terminal, a data processing unit and an assembly data analysis planning system of the assembly method of the present invention;
FIG. 9 is a schematic block diagram of an assembled building modeling unit of the assembly method of the present invention;
fig. 10 is a schematic block diagram of an assembly component planning unit of the assembly method of the present invention.
In the figure, 1I-steel, 2 precast slabs, 3 adapters, 4U-shaped connecting buckles, 5 anti-seismic assemblies, 51 anti-seismic blocks, 52 movable grooves, 53 anti-seismic springs, 54T-shaped alloy connectors, 6 first connecting lugs, 7 second connecting lugs, 8 movable assemblies, 81 movable blocks, 82 movable grooves, 83 movable rods, 84 connecting plates, 85 arc-shaped plates, 86 threaded holes, 87 third connecting lugs, 9 through holes, 10 fixing nuts, 11 limiting grooves, 12 limiting reinforcing ribs, 13 grooves, 14 mounting grooves and 15 arc-shaped grooves.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 10, an embodiment of the present invention provides a technical solution: a steel structure-based rapid assembly type building assembly comprises an I-steel 1, a precast slab 2, an adapter 3 and a U-shaped connecting buckle 4, wherein two sides of the inner wall of the I-steel 1 are fixedly connected with anti-seismic assemblies 5 through connecting plates, one side of each anti-seismic assembly 5 is fixedly connected with a first connecting lug 6, two sides of each precast slab 2 are fixedly connected with second connecting lugs 7 matched with the first connecting lugs 6, one side of each adapter 3 is rotatably connected with the anti-seismic assemblies 5 through a movable assembly 8, the bottom of each U-shaped connecting buckle 4 is provided with a through hole 9, the bottom of the inner wall of each U-shaped connecting buckle 4 is fixedly connected with a fixing nut 10 matched with the through hole 9, the fixing nut 10 is matched with a bolt used for fastening, the end surface of the I-steel 1 and the end surface of each precast slab 2 are provided with a limiting groove 11 matched with the U-shaped connecting buckle 4, two sides of the top of the inner wall of the I-steel 1 and, the limiting reinforcing ribs 12 are made of carbon steel materials and have good fatigue resistance, the top and the bottom of two sides of the precast slab 2 are respectively provided with a groove 13 matched with the limiting reinforcing ribs 12, the anti-seismic assembly 5 comprises an anti-seismic block 51, one side of the anti-seismic block 51 is provided with a movable groove 52, the interior of the movable groove 52 is fixedly connected with a T-shaped alloy connecting piece 54 through an anti-seismic spring 53, the anti-seismic spring 53 is made of quenched ferrochrome alloy materials, the toughness and the fatigue resistance are very excellent, one side of the T-shaped alloy connecting piece 54 penetrates through the anti-seismic block 51 and extends to the outside of the anti-seismic block 51, one side of the T-shaped alloy connecting piece 54 extending to the outside of the anti-seismic block 51 is fixedly connected with the first connecting lug 6 through a fastening bolt, the number of the anti-seismic assemblies 5 is at least six, and three anti-seismic assemblies 5 are one group and two groups in, and the middle position of the top of the I-steel 1 is provided with a mounting groove 14, the mounting groove 14 can facilitate an assembler to mount a middle connecting lug, and good positioning and pre-mounting between the I-steel 1 and the precast slab 2 and between the I-steel 1 and the adaptor 3 are realized.
The movable assembly 8 comprises a movable block 81, a movable groove 82 is arranged on one side of the movable block 81, a movable rod 83 is rotatably connected between two sides of the inner wall of the movable groove 82 through a bearing, a connecting plate 84 is fixedly connected to the outer surface of the movable rod 83, one side of the connecting plate 84 penetrates through the movable block 81 and extends to the outside of the movable block 81, and one side of the connecting plate 84 extending to the outside of the movable block 81 is fixedly connected with an arc-shaped plate 85, the top and the bottom of the arc-shaped plate 85 are both provided with threaded holes 86, and the opposite side fixedly connected with of movable block 81 and the third engaging lug 87 of first engaging lug 6 looks adaptation, the arc wall 15 with arc 85 looks adaptation is all seted up to the both sides of adaptor 3 surface, the internal thread hole with screw hole 87 looks adaptation is seted up to the inside of arc wall 15, all the tapping is threaded in the mounting hole at first engaging lug 6, second engaging lug 7 and third engaging lug 87 middle part.
The invention also discloses an intelligent assembling method of the rapid assembly type building component based on the steel structure, which specifically comprises the following steps:
s1, before assembling the steel structure building, a user interacts with the building assembling system through a user interaction terminal of a computer terminal or a mobile terminal, interacts with the assembling data analysis planning system through a data processing unit, and plans building assembling information through an assembling building modeling unit and an assembling component planning unit in the assembling data analysis planning system respectively;
s2, a user imports the outline dimension, the floor area and the internal design requirement data of a building to be assembled into an assembly building modeling unit through an assembly data import module, then extracts a modeling template from a graphic database module through a model template extraction module in the assembly building modeling unit, or the user directly draws a drawing through a user drawing module, then edits the extracted template through a data correction module or corrects the drawn building model through data, and then records the building assembly model through a modeling generation module;
s3, after the building assembly model is successfully manufactured in the step S2, the assembly planning unit is used for conducting statistical calculation processing on the assembly, and the I-steel information import module, the precast slab information import module and the adapter information import module are used for importing the overall dimension, the quantity information and the material information of the I-steel 1, the precast slab 2 and the adapter 3 into the assembly planning unit;
s4, the assembly component planning unit respectively counts the number of the I-beams 1, the prefabricated plates 2 and the adapters 3 through an internal I-beam number counting module, a prefabricated plate number counting module and an adapter number counting module according to the building assembly model generated in the step S2, respectively audits the shape size, the number information and the material information of the imported I-beams 1, the prefabricated plates 2 and the adapters 3 through an assembly steel structure quality inspection module, and after the audits are passed, the number counting data of the assemblies can be obtained, and the counting data are sent to a user interaction terminal;
s5, controlling the assembly flow chart generation module through the central processing module in the data processing unit according to the building model and the assembly planning data in the steps S2-S4 to generate an assembly flow chart, analyzing the assembly error range to be reached by each assembly component in the transfer process through the assembly error analysis module, and directly obtaining the assembly flow chart and the assembly error requirement through the interactive terminal by a user;
s6, when assembling, using the I-beam 1 as a basic assembly part, assembling the precast slab 2 or the precast slab 2 and the adapter 3 at the same time on two sides of the I-beam 1, when connecting and installing the precast slab 2 and the I-beam 1, firstly inserting the limiting reinforcing ribs 12 installed on the I-beam 1 into the grooves 13 formed on the side surfaces of the precast slab 2, aligning the first connecting lugs 6 with the second connecting lugs 7, firstly screwing the fastening bolts into the middle connecting lugs through the mounting grooves 14 formed in the middle of the I-beam 1, then connecting and positioning the middle parts of the precast slab 2 and the I-beam 1, then respectively inserting two sides of the U-shaped connecting buckles 4 into the limiting grooves 11, and screwing the fastening bolts into the through holes 9 for fastening;
s7, when the adaptor 3 is required to be connected, the movable assembly 8 and the I-shaped steel 1 are fixed through the first connecting lug 6 and the third connecting lug 87, then the arc-shaped plate 85 is placed in the arc-shaped groove 15, the arc-shaped plate 15 and the adaptor 3 are fixed through bolts, the same operation is carried out, and the assembly of the building is carried out according to a building model and a process.
In the invention, the building modeling module assembled in the step S2 comprises a model template extraction module, a user drawing module, a data correction module and a modeling generation module, and the assembly component planning unit in the step S4 comprises an assembly steel structure quality inspection module, an I-steel quantity counting module, a prefabricated plate quantity counting module and an adapter piece quantity counting module.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. Rapid Assembly formula building components based on steel construction, including I-steel (1), prefabricated plate (2), adaptor (3) and U-shaped connector link (4), its characterized in that: two sides of the inner wall of the I-shaped steel (1) are fixedly connected with anti-seismic assemblies (5) through connecting plates, one side of each anti-seismic assembly (5) is fixedly connected with a first connecting lug (6), two sides of each prefabricated plate (2) are fixedly connected with second connecting lugs (7) matched with the first connecting lugs (6), and one side of each adapter (3) is rotatably connected with the anti-seismic assemblies (5) through movable assemblies (8);
the movable assembly (8) includes movable block (81), movable groove (82) have been seted up to one side of movable block (81), and rotate through the bearing between the both sides of movable groove (82) inner wall and be connected with movable rod (83), the outer fixed surface of movable rod (83) is connected with connecting plate (84), one side of connecting plate (84) runs through movable block (81) and extends to the outside of movable block (81), and connecting plate (84) extend to one side fixedly connected with arc (85) of movable block (81) outside, threaded hole (86) have all been seted up to the top and the bottom of arc (85), and the third engaging lug (87) of opposite side fixedly connected with and first engaging lug (6) looks adaptation of movable block (81).
2. The steel structure based quick-fit building component of claim 1, wherein: through-hole (9) have been seted up to the bottom of U-shaped connector link (4), the bottom fixedly connected with of U-shaped connector link (4) inner wall and through-hole (9) looks adaptation fixation nut (10).
3. The steel structure based quick-fit building component of claim 1, wherein: and the end surfaces of the I-shaped steel (1) and the prefabricated plate (2) are provided with limit grooves (11) matched with the U-shaped connecting buckles (4).
4. The steel structure based quick-fit building component of claim 1, wherein: the prefabricated slab is characterized in that limiting reinforcing ribs (12) are fixedly connected to the two sides of the top of the inner wall of the I-shaped steel (1) and the two sides of the bottom of the inner wall, and grooves (13) matched with the limiting reinforcing ribs (12) are formed in the top and the bottom of the two sides of the prefabricated slab (2).
5. The steel structure based quick-fit building component of claim 1, wherein: antidetonation subassembly (5) are including antidetonation piece (51), activity groove (52) have been seted up to one side of antidetonation piece (51), and the inside of activity groove (52) is through antidetonation spring (53) fixedly connected with T shape alloy connecting piece (54), one side of T shape alloy connecting piece (54) is run through antidetonation piece (51) and is extended to the outside of antidetonation piece (51), and T shape alloy connecting piece (54) extend to one side of antidetonation piece (51) outside and first connecting ear (6) carry out fixed connection through fastening bolt.
6. The steel structure based quick-fit building component of claim 1, wherein: antidetonation subassembly (5) quantity is six at least, and three antidetonation subassembly (5) be a set of, totally two sets of, two sets of antidetonation subassembly (5) even symmetry is installed in the both sides of I-steel (1) inner wall, and the middle part position at I-steel (1) top has seted up mounting groove (14).
7. The steel structure based quick-fit building component of claim 1, wherein: arc-shaped grooves (15) matched with the arc-shaped plates (85) are formed in the two sides of the outer surface of the adapter (3).
8. The steel structure based quick-fit building component of claim 1, wherein: and threads are tapped in the mounting holes in the middle parts of the first connecting lug (6), the second connecting lug (7) and the third connecting lug (87).
9. The intelligent assembly method of steel structure based rapid-assembled building components according to any one of claims 1 to 8, wherein: the method specifically comprises the following steps:
s1, before assembling the steel structure building, a user interacts with the building assembling system through a user interaction terminal of a computer terminal or a mobile terminal, interacts with the assembling data analysis planning system through a data processing unit, and plans building assembling information through an assembling building modeling unit and an assembling component planning unit in the assembling data analysis planning system respectively;
s2, a user imports the outline dimension, the floor area and the internal design requirement data of a building to be assembled into an assembly building modeling unit through an assembly data import module, then extracts a modeling template from a graphic database module through a model template extraction module in the assembly building modeling unit, or the user directly draws a drawing through a user drawing module, then edits the extracted template through a data correction module or corrects the drawn building model through data, and then records the building assembly model through a modeling generation module;
s3, after the building assembly model is successfully manufactured in the step S2, the assembly component planning unit is used for conducting statistical calculation processing on the assembly components, and the I-steel information import module, the precast slab information import module and the adapter information import module are used for importing the overall dimensions, the quantity information and the material information of the I-steel (1), the precast slab (2) and the adapter (3) into the assembly component planning unit;
s4, the assembly component planning unit respectively counts the number of the I-beams (1), the prefabricated plates (2) and the adapters (3) through an internal I-beam number counting module, a prefabricated plate number counting module and an adapter number counting module according to the building assembly model generated in the step S2, and respectively audits the external dimensions, the number information and the material information of the imported I-beams (1), the prefabricated plates (2) and the adapters (3) through an assembly steel structure quality inspection module, after the audits are passed, the number statistical data of the assemblies can be obtained, and the statistical data are sent to a user interaction terminal;
s5, controlling the assembly flow chart generation module through the central processing module in the data processing unit according to the building model and the assembly planning data in the steps S2-S4 to generate an assembly flow chart, analyzing the assembly error range to be reached by each assembly component in the transfer process through the assembly error analysis module, and directly obtaining the assembly flow chart and the assembly error requirement through the interactive terminal by a user;
s6, when assembling, the I-shaped steel (1) is taken as a basic assembly part, the precast slabs (2) or the precast slabs (2) and the adapter (3) are assembled on two sides of the I-shaped steel (1) at the same time, when the precast slabs (2) and the I-shaped steel (1) are connected and installed, firstly, the limiting reinforcing ribs (12) installed on the I-shaped steel (1) are inserted into the grooves (13) formed in the side surfaces of the precast slabs (2), then, the first connecting lugs (6) are aligned with the second connecting lugs (7), firstly, the fastening bolts are screwed into the middle connecting lugs through the mounting grooves (14) formed in the middle of the I-shaped steel (1), then, the precast slabs (2) and the middle of the I-shaped steel (1) are connected and positioned, then, two sides of the U-shaped connecting buckles (4) are respectively inserted into the limiting grooves (11), and the fastening bolts are screwed into the through holes (9);
s7, when the adaptor (3) is required to be connected, the movable assembly (8) and the I-shaped steel (1) are fixed through the first connecting lug (6) and the third connecting lug (87), then the arc-shaped plate (85) is placed in the arc-shaped groove (15), the arc-shaped plate (15) and the adaptor (3) are fixed through bolts, the same operation is carried out, and the building assembly is carried out according to a building model and a process.
10. The intelligent assembly method of steel structure based rapid-assembled building components of claim 9, wherein: the building modeling module assembled in the step S2 comprises a model template extraction module, a user drawing module, a data correction module and a modeling generation module, and the assembly component planning unit in the step S4 comprises an assembly steel structure quality inspection module, an I-steel quantity counting module, a prefabricated slab quantity counting module and an adapter piece quantity counting module.
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Denomination of invention: Rapid assembly type building component based on steel structure and its intelligent assembly method Effective date of registration: 20211202 Granted publication date: 20210420 Pledgee: Zhejiang Xiaoshan rural commercial bank Limited by Share Ltd. Jude branch Pledgor: TRIUMPHER STEEL STRUCTURE GROUP Co.,Ltd. Registration number: Y2021330002426 |