CN206752676U - Assembled architecture agent structure - Google Patents

Assembled architecture agent structure Download PDF

Info

Publication number
CN206752676U
CN206752676U CN201720184929.3U CN201720184929U CN206752676U CN 206752676 U CN206752676 U CN 206752676U CN 201720184929 U CN201720184929 U CN 201720184929U CN 206752676 U CN206752676 U CN 206752676U
Authority
CN
China
Prior art keywords
transverse slat
reinforcing
riser
plate
corbel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201720184929.3U
Other languages
Chinese (zh)
Inventor
王衡
赵洋
董俊巧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Building Polytron Technologies Inc
Original Assignee
Beijing Building Polytron Technologies Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Building Polytron Technologies Inc filed Critical Beijing Building Polytron Technologies Inc
Priority to CN201720184929.3U priority Critical patent/CN206752676U/en
Application granted granted Critical
Publication of CN206752676U publication Critical patent/CN206752676U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of assembled architecture agent structure, it is related to building engineering structure technical field.Assembled architecture agent structure includes isolated footing, at least one layer of support beam group and light gauge cold-formed steel shape composite beam plate being provided with above the isolated footing, roof framework structure is provided with above top layer support beam group, wherein:Every layer of support beam group includes some square tube posts, and the top of the square tube post is provided with corbel;The light gauge cold-formed steel shape composite beam plate includes crimping flute profile reinforcing structure beam, profiled sheet, bar-mat reinforcement and concrete slab, and the end set of the crimping flute profile reinforcing structure beam has sleeve;The crimping flute profile reinforcing structure beam includes riser, the first transverse slat and the second transverse slat and vertical baffle plate, and reinforcing structure is provided with first transverse slat, the second transverse slat, riser and vertical baffle plate.The utility model beam-to-column joint is reasonable, easy for installation and anti-bending bearing capacity is big, and the Commercial Complex available for Long span is built.

Description

Assembled architecture agent structure
Technical field
Building engineering structure technical field is the utility model is related to, particularly relates to a kind of assembled architecture agent structure.
Background technology
Conventional industries of the dwelling construction as China, it is chronically at the production phase of extensive style, the energy and raw materials consumption Excessive, industrialization degree is not high, labor productivity and with low content of technology, therefore with the fast development of China's economy, building production Industry industrialization is gradually paid attention to by society, as focus and fast development.Building industry industrialization is promoted, is advantageously implemented energy-conservation Emission reduction, green safe construction is promoted, construction quality is improved, improves human settlement, promotes upgrading of industrial structures.Assembled architecture is The industrialized inevitable choice of building industry is realized, prefabricated buildings are the standardized components using prefabrication, carry out live peace Dress.
Assembled architecture has the advantages that environmental protection, speed of application are fast, turns into one of the important directions of future architecture development, mesh Before, the use of prefabricated buildings is more and more, and existing prefabricated buildings use steel structure frame and concrete prefabricated board mostly System uses the close rib keel composite construction system of the light steel of thin-walled, the problem of mounting means is single, installation process is complicated be present.Together When existing assembled architecture, assembling degree is low when beam is connected with post, and situ wet operation, hot work are more, and installation process is complicated, Substantial amounts of labour cost is needed during processing installation, is not easy to live standardized management;In addition, traditional steel structure girder anti-bending bearing capacity Difference, the Commercial Complex that should not be applied to large span are built.
Utility model content
The utility model provides a kind of beam-to-column joint reasonable, easy for installation and big anti-bending bearing capacity assembled architecture main body Structure.
In order to solve the above technical problems, the utility model offer technical scheme is as follows:
A kind of assembled architecture agent structure, including isolated footing, it is fixedly installed at least above the isolated footing One layer of support beam group and light gauge cold-formed steel shape composite beam plate, roof framework structure is fixedly installed above top layer support beam group, Wherein:
Every layer of support beam group includes some square tube posts, and the top of the square tube post is fixedly installed described for supporting The corbel of light gauge cold-formed steel shape composite beam plate;
The light gauge cold-formed steel shape composite beam plate includes trough girder and the pressure being fixedly installed on successively above the trough girder Shape steel plate, bar-mat reinforcement and concrete slab, the trough girder are crimping flute profile reinforcing structure beam, the crimping flute profile reinforcing structure beam The junction of end and the square tube post be fixedly installed the sleeve coordinated with the corbel grafting;
The crimping flute profile reinforcing structure beam includes riser, and the homonymy of the upper/lower terminal of the riser is respectively perpendicular fixation The first transverse slat and the second transverse slat are provided with, first transverse slat, riser and the second transverse slat form C-channel, first transverse slat Top is vertically installed with the vertical baffle plate for stopping concrete, first transverse slat, second in one end away from the riser Reinforcing structure is provided with transverse slat, riser and vertical baffle plate.
Further, the reinforcing structure is arranged in first transverse slat, the second transverse slat, riser and vertical baffle plate Portion, the reinforcing structure are trapezoidal groove, and the reinforcing structure on first transverse slat, the second transverse slat and riser is towards the C-shaped The inner side of groove, reinforcing structure on the vertical baffle plate is towards the side of the riser.
Further, second transverse slat is vertically installed with upward crimping in one end away from the riser, and described the One transverse slat, the second transverse slat, riser, crimping and vertical baffle plate are formed in one, first transverse slat, the second transverse slat, riser, crimping Material with vertical baffle plate is light gauge cold-formed steel shape.
Further, it is described vertically between baffle plate and the first transverse slat, between first transverse slat and riser and described perpendicular Several reinforcing plates are provided between plate and the second transverse slat, several arcs are provided between first transverse slat and the second transverse slat Shape supporting plate, wherein:
The reinforcing plate is fixed with the reinforcing structure on vertical baffle plate, the first transverse slat, riser and second transverse slat Connection, the trapezoidal side that vertically trapezoidal groove of reinforcing structure is connected with the reinforcing plate on baffle plate, riser and the second transverse slat Boss is provided with side, the groove being engaged with the boss is provided with the reinforcing plate;
The upper and lower ends of the curved support plate are fixedly connected with first transverse slat and the second transverse slat respectively, the arc The middle part of supporting plate is contacted with the base of the trapezoidal groove of reinforcing structure on the riser, and the base of the trapezoidal groove is provided with Boss, the groove being engaged with the boss is provided with the middle part of the curved support plate.
Further, the isolated footing includes base and the boss being arranged on above the base, is set on the boss It is equipped with the groove for square tube post described in grafting;
Or the lower end of the square tube post uses with the isolated footing and pours fixation.
Further, projection is fixedly installed on the corbel, the sleeve is plugged in the projection;
Or the corbel is welded by some metallic plates, the section of the corbel is right angled triangle, the sleeve Section for square, the bottom of the sleeve is provided with what is be engaged with the hypotenuse of the corbel with the splicing position of the corbel Inclined-plane, the bottom of the sleeve are plugged into the corbel;
Or the corbel is welded by some metallic plates, the section of the corbel is right-angled trapezium, the sleeve Section is square, and the bottom of the sleeve is plugged into the corbel.
Further, the square tube post is made as an entirety, the crimping flute profile reinforcing structure in advance with corbel by welding Beam is made as an entirety in advance with sleeve by welding, and the contact surface of the sleeve and corbel is welded to connect, the square tube post, corbel Material with sleeve is light gauge cold-formed steel shape.
Further, the crimping flute profile reinforcing structure beam is that bolt weldering is fixedly connected with profiled sheet, the reinforcing bar net laying Located at the top of the profiled sheet, the concrete slab is Bars In Poured Concrete Slab or prefabricated board, and the bar-mat reinforcement is positioned at described cast-in-place mixed In concrete board, wherein:
The profiled sheet uses closed-section steel deck;
The concrete of the concrete slab uses modified cement mortar, light aggregate concrete, foamed concrete or lightweight coal One kind of spoil;
The bar-mat reinforcement is formed using orthogonal a diameter of 4-8mm reinforcement welding.
Further, the roof framework structure includes steel roof truss and the Z-shaped purline being fixedly connected with the steel roof truss.
Further, the support beam group and light gauge cold-formed steel shape composite beam plate are designed as 1~6 layer, every layer of square tube post Between, be connected by screw bolts between square tube post and steel roof truss, weld or mortise-tenon joint.
The utility model has the advantages that:
Assembled architecture agent structure of the present utility model first fixes every square tube post of support beam group in assembling On a stand alone basis, then by the corbel grafting of the sleeve of crimping flute profile reinforcing structure beam end and square tube post, so as to complete to roll up The installation of side flute profile reinforcing structure beam and square tube post is fixed, and the profiled sheet for being equipped with bar-mat reinforcement next is arranged on into crimping groove On first transverse slat of shape reinforcing structure beam, concrete slab is then assembled, concrete slab can be prefabricated board or Bars In Poured Concrete Slab, at the scene It can stop that concrete is excessive without another formwork supporting plate, the vertical baffle plate of crimping flute profile reinforcing structure beam during casting concrete, it is ensured that The quality of casting concrete plate, so as to complete the installation of light gauge cold-formed steel shape composite beam plate, when installing roof framework structure, by It can be prefabricated in the factory in roof framework, it is possible to be directly arranged on prefabricated roof framework structure in support beam group i.e. Can.To sum up, the utility model compared with prior art, has the advantages that:
1) crimping flute profile reinforcing structure beam of the present utility model is with square tube post at the scene assembling process, crimping flute profile is added The sleeve of strength structure beam end and the corbel on square tube post top carry out grafting, simple to operate, installation accuracy is high, efficiency of construction Height, reduce situ wet operation, hot work, reduce environmental pollution, reduce cost of labor, improve work on the spot efficiency.
2) it is of the present utility model to be collectively constituted by crimping flute profile reinforcing structure beam, profiled sheet, bar-mat reinforcement and concrete slab Light gauge cold-formed steel shape composite beam plate, have the advantages that anti-seismic performance is good, high from heavy and light, intensity;Profiled sheet is arranged on crimping On first transverse slat of flute profile reinforcing structure beam, the lower zone that Vierendeel girder surrounds forms pipeline installing space, meanwhile, adjacent two When composite beam plate is installed, crimping flute profile reinforcing structure beam can also be used for laying pipe to together, centre forms cavity in cavity Line, provided convenience for the trend of pipeline.
3) isolated footing of the present utility model has easy construction, and labour cost is relatively low, good integrity, anti-differential settlement Ability it is stronger the characteristics of, therefore more be adapted to assembled architecture use;Crimping flute profile reinforcing structure beam uses reinforcing structure, The more non-reinforcing structure of anti-bending bearing capacity improves 40%~60%, and the Commercial Complex available for Long span is built, and can be brought good Good economic benefit and social benefit.
Brief description of the drawings
Fig. 1 is the overall structure diagram of assembled architecture agent structure of the present utility model;
Fig. 2 is the relative position schematic diagram of profiled sheet of the present utility model and crimping flute profile reinforcing structure beam;
Fig. 3 is each several part composition of the light gauge cold-formed steel shape composite beam plate of assembled architecture agent structure of the present utility model Schematic diagram;
Fig. 4 is the crimping flute profile reinforcing structure beam schematic diagram of assembled architecture agent structure of the present utility model;
Fig. 5 is the crimping flute profile reinforcing structure beam section schematic diagram of assembled architecture agent structure of the present utility model;
Fig. 6 is that the square tube post of assembled architecture agent structure of the present utility model and the connection embodiment of isolated footing are illustrated Figure;
Fig. 7 is that the sleeve of assembled architecture agent structure of the present utility model and the attachment structure of embodiment 1 of corbel are shown It is intended to;
Fig. 8 is that the sleeve of assembled architecture agent structure of the present utility model and the attachment structure of embodiment 2 of corbel are shown It is intended to;
Fig. 9 is that the sleeve of assembled architecture agent structure of the present utility model and the attachment structure of embodiment 3 of corbel are shown It is intended to;
Figure 10 is the connection of the crimping flute profile reinforcing structure beam and pillar of assembled architecture agent structure of the present utility model Structural representation.
Embodiment
To make the technical problems to be solved in the utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing And specific embodiment is described in detail.But the purposes and purpose of these exemplary embodiments are only used for enumerating the utility model, Any type of any restriction is not formed to real protection scope of the present utility model, it is more non-by protection model of the present utility model Enclose and be confined to this.
Some nouns of locality are defined in the utility model, in the case where not being specified to the contrary, used orientation Word such as " upper and lower, left and right " refers to that assembled architecture agent structure provided by the utility model defines under normal usage , and it is consistent with the direction up and down shown in accompanying drawing 1.These nouns of locality use for the ease of understanding, thus not Form the limitation to scope of protection of the utility model.
In the utility model, when parts are referred to as " fixing " on another parts, it can be directly another On individual parts, or there may also be parts placed in the middle.When a parts are considered as " connection " another parts, It can be directly to another parts or may be simultaneously present parts placed in the middle.When a parts are considered as " setting " on another parts, it can be set directly on another parts or may be simultaneously present placed in the middle zero Part.
The utility model provides a kind of assembled architecture agent structure, as Figure 1-10 shows, including isolated footing 1, it is independent The top on basis 1 is fixedly installed at least one layer of support beam group and light gauge cold-formed steel shape composite beam plate, top layer support beam group it is upper Side is fixedly installed roof framework structure 2, wherein:
Every layer of support beam group includes some square tube posts 3, and the top of square tube post 3 is fixedly installed for supporting clod wash thin The corbel 4 of wall-shaped steel combination beam plate;
Light gauge cold-formed steel shape composite beam plate include trough girder and be fixedly installed on successively above trough girder profiled sheet 7, Bar-mat reinforcement 8 and concrete slab 9, trough girder are crimping flute profile reinforcing structure beam 5, the end and side of crimping flute profile reinforcing structure beam 5 The junction of tubing string 3 is fixedly installed the sleeve 6 coordinated with the grafting of corbel 4;
Crimping flute profile reinforcing structure beam 5 includes riser 51, and the homonymy of the upper/lower terminal of riser 51 is respectively perpendicular fixed setting There are the first transverse slat 52 and the second transverse slat 53, the first transverse slat 52, the transverse slat 53 of riser 51 and second form C-channel, the first transverse slat 52 Top is vertically installed with the vertical baffle plate 54 for stopping concrete in one end away from riser 51, and the first transverse slat 52, second is horizontal Reinforcing structure 55 is provided with plate 53, riser 51 and vertical baffle plate 54.
Assembled architecture agent structure of the present utility model is in assembling, first by every square tube post 3 of support beam group Bottom is fixed on isolated footing 1, then by the sleeve 6 of the end of crimping flute profile reinforcing structure beam 5 and the corbel on the top of square tube post 3 4 grafting, fixed so as to complete the installation of crimping flute profile reinforcing structure beam 5 and square tube post 3, next will be equipped with bar-mat reinforcement 8 Profiled sheet 7 is arranged on the first transverse slat 52 of crimping flute profile reinforcing structure beam 5, then assembles concrete slab 9, concrete slab 9 Can be prefabricated board or Bars In Poured Concrete Slab, at the scene during casting concrete without another formwork supporting plate, crimping flute profile reinforcing structure beam 5 it is vertical Baffle plate 54 can stop that concrete is excessive, it is ensured that the quality of casting concrete plate 9, so as to complete light gauge cold-formed steel shape composite beam plate Installation, when assembling roof framework structure 2, because roof framework structure 2 can be prefabricated in the factory, it is possible to directly will be pre- The roof framework structure 2 made is arranged in support beam group.To sum up, the utility model compared with prior art, have with Lower beneficial effect:
1) crimping flute profile reinforcing structure beam 5 of the present utility model and square tube post 3 are at the scene in assembling process, by crimping flute profile The sleeve 6 of the end of reinforcing structure beam 5 and the corbel 4 on the top of square tube post 3 carry out grafting, simple to operate, installation accuracy is high, applies Work efficiency high, reduce situ wet operation, hot work, reduce environmental pollution, reduce cost of labor, improve work on the spot Efficiency.
2) it is of the present utility model common by crimping flute profile reinforcing structure beam 5, profiled sheet 7, bar-mat reinforcement 8 and concrete slab 9 The light gauge cold-formed steel shape composite beam plate of composition, as shown in Fig. 2 having the advantages that anti-seismic performance is good, high from heavy and light, intensity;Die mould Steel plate 7 is arranged on the first transverse slat 52 of crimping flute profile reinforcing structure beam 5, and the lower zone that Vierendeel girder surrounds forms pipeline Installing space, meanwhile, when two adjacent groups close Installation of beam slab, crimping flute profile reinforcing structure beam 5 is to together, centre forms cavity 10, as shown in figure 3, can also be used for pipeline installation in cavity 10, provided convenience for the trend of pipeline.
3) isolated footing 1 of the present utility model has easy construction, and labour cost is relatively low, good integrity, and it is uneven heavy to resist The characteristics of ability of drop is stronger, therefore more it is adapted to assembled architecture to use;Crimping flute profile reinforcing structure beam 5 is using knot of putting more energy into Structure 55, the more non-reinforcing structure of anti-bending bearing capacity improve 40%~60%, and the Commercial Complex available for Long span is built, can Bring good economic benefit and social benefit.
Preferably, reinforcing structure 55 is arranged at the first transverse slat 52, the second transverse slat 53, riser 51 and vertical baffle plate 54 Middle part, reinforcing structure 55 are trapezoidal groove, and the reinforcing structure 55 on the first transverse slat 52, the second transverse slat 53 and riser 51 is towards C-shaped The inner side of groove, reinforcing structure 55 on vertical baffle plate 54 is towards the side of riser 51.Reinforcing structure 55 is designed as trapezoidal groove can To ensure that raising intensity and anti-bending bearing capacity, the direction of trapezoidal groove are designed to avoid increasing in the case of equal steel using amount Space-consuming, the outside construction of the utility model is not influenceed.
Preferably, the second transverse slat 53 is vertically installed with upward crimping 56 in one end away from riser 51, the first transverse slat 52, Second transverse slat 53, riser 51, crimping 56 and vertical baffle plate 54 are formed in one, the first transverse slat 52, the second transverse slat 53, riser 51, The material of crimping 56 and vertical baffle plate 54 is light gauge cold-formed steel shape.First transverse slat 52, the second transverse slat 53, riser 51, the and of crimping 56 Vertical baffle plate 54 is integrally formed, and ensure that the bulk strength of crimping flute profile reinforcing structure beam.Light gauge cold-formed steel shape has hot rolling institute Not fertile various spies are thin, shape is reasonable and complicated section, compared with hot-rolled steel section, in the situation of same cross-sectional area Under, the radius of gyration can increase 50%~60%, and cross sectional moment of inertia can increase 0.5~3.0 times, thus can reasonably utilize material Intensity;Compared with normal steel structure (steel construction made by traditional I-steel, channel-section steel, angle steel and steel plate), it can save Steel 30%~50% or so.
In order to avoid the utility model is transporting and damaging, deforms in installation process, service life is improved, as shown in figure 5, Between the vertical transverse slat 52 of baffle plate 54 and first, between the first transverse slat 52 and riser 51 and the transverse slat 53 of riser 51 and second it Between be provided with several reinforcing plates 57, several curved support plates 58 are provided between the first transverse slat 52 and the second transverse slat 53. Wherein:Reinforcing plate 57 is solid with the reinforcing structure 55 on vertical baffle plate 54, the first transverse slat 52, the transverse slat 53 of riser 51 and second Ladder fixed to connect, that the trapezoidal groove of reinforcing structure 55 is connected with reinforcing plate 57 on vertical baffle plate 54, the transverse slat 53 of riser 51 and second Boss is provided with shape side, the groove being engaged with the boss is provided with reinforcing plate 57.By reinforcing plate 57 and vertically Baffle plate 54, the first transverse slat 52, the reinforcing structure 55 on the transverse slat 53 of riser 51 and second are fixedly connected, and can be improved overall Support strength and rigidity, contact area can be increased by designing the boss being engaged and groove structure, further improve bearing capacity, The fastness of connection can be improved simultaneously;The upper and lower ends of curved support plate 58 are solid with the first transverse slat 52 and the second transverse slat 53 respectively Fixed connection, the middle part of curved support plate 58 contact with the base of the trapezoidal groove of reinforcing structure 55 on riser 51, trapezoidal groove Base is provided with boss 551, and the middle part of curved support plate 58 is provided with the groove 581 being engaged with the boss 551.Further , curved support plate 58 is provided with touch panel at the groove 581, and the groove 581 is arranged on touch panel, the contact surface Plate is parallel with riser 51, vertical with the main part of curved support plate 581.It should be added that volume of the present utility model Side flute profile reinforcing structure beam 5 is additionally provided with the horizontal baffle 59 for stopping concrete, and horizontal baffle 59 is arranged on vertical baffle plate 54 top is located at the homonymy of vertical baffle plate 54 in one end away from the first transverse slat 52, the transverse slat 52 of horizontal baffle 59 and first.Water Flat baffle plate 59 can be welded on vertical baffle plate 54, directly vertical baffle plate 54 can also be bent towards riser direction, be formed it Horizontal baffle 59;In casting concrete, horizontal baffle 59 can effectively stop concrete be scattered and spillage so that concrete Perfection shaping, and reinforcing and protective effect well can be played to the border of floor and corner, prevent occurring when in use The corner damage of floor.In addition, in order that structure of the present utility model more it is neat rationally, the first transverse slat 52 and second is horizontal The Design of length of plate 53 is identical.
As a kind of improvement of the present utility model, square tube post 3 can be fixed on isolated footing 1 by various forms, example Such as, isolated footing 1 includes base 11 and is arranged on the boss 12 of the top of base 11, is provided with boss 12 for grafting square tube post 3 groove 121, specifically, as shown in fig. 6, the lower end of square tube post 3 is provided with column root-plate 31, on four angles of column root-plate 31 The screwed hole for connecting foundation bolt 34 is provided with, foundation bolt 34 is each passed through base 11, the and of boss 12 from the bottom up Column root-plate 31, is then fixed by nut, and foundation bolt 34 uses L-shaped foundation bolt, further, in order to improve shearing resistance Power, the lower section of square tube post 3 is fixedly installed the shearing-resistant member 32 coordinated with the grafting of groove 121, in addition, each on column root-plate 31 The both sides of foundation bolt 34 are provided with stiffener;Or directly the lower end of square tube post 3 is cast on isolated footing 1.
Further, the grafting of sleeve 6 and corbel 4 is combined with diversified forms, be given below sleeve 6 of the present utility model with Several connected modes of corbel 4:
Embodiment 1:
As shown in fig. 7, being fixedly installed projection on corbel 4, sleeve 6 is plugged in projection.It is raised to be realized with the grafting of sleeve 6 The connection of composite beam plate and square tube post 3.
Embodiment 2:
As shown in figure 8, corbel 4 is welded by some metallic plates, the section of corbel 4 is right angled triangle, and sleeve 6 is cut Face is square, and bottom and the splicing position of corbel 4 of sleeve 6 are provided with the inclined-plane being engaged with the hypotenuse of corbel 4, sleeve 6 Bottom is plugged into corbel 4.Section is plugged into corbel 4 for the top of the corbel of right angled triangle without metallic plate, the bottom of sleeve 6 Interior, the inclined-plane of sleeve 6 coordinates with the hypotenuse of corbel 4, more stable.
Embodiment 3:
As shown in figure 9, corbel 4 is welded by some metallic plates, the section of corbel 4 is right-angled trapezium, the section of sleeve 6 For square, the bottom of sleeve 6 is plugged into corbel 4.Section for the corbel 4 of right-angled trapezium top without metallic plate, sleeve 6 Bottom is plugged into the top of corbel 4, and grafting is stable, and can prevent sleeve 6 from gliding.
The sequencing of embodiment of above only for ease of describing, does not represent the quality of embodiment.In embodiment 1-3 In, to increase the fastness that sleeve 6 is connected with square tube post 3, the contact surface of sleeve 6 and square tube post 3 can weld.
To improve practicality of the present utility model, the material of square tube post 3, corbel 4 and sleeve 6 is light gauge cold-formed steel shape, Square tube post 3 is made as an entirety in advance with corbel 4 by welding, and crimping flute profile reinforcing structure beam 5 is made as in advance with sleeve 6 by welding One entirety.Square tube post 3 is made as an entirety in advance respectively with corbel 4, crimping flute profile reinforcing structure beam 5 and sleeve 6 in factory, existing Grafting is directly carried out during the construction of field, both saves manpower and material, and energy-conserving and environment-protective.Meanwhile in order to increase fastness, sleeve 6 with The contact surface of corbel 4 is welded to connect, sleeve 6 and 4 direct grafting of corbel, because sleeve 6 and corbel 4 have machine error in itself Or space be present between grafting after sleeve 6 and corbel 4, it is possible that rock, can be in sleeve 6 and the contact surface of corbel 4 Welded.
Further, crimping flute profile reinforcing structure beam 5 can be welded by bolt with profiled sheet 7 and is fixedly connected, and bar-mat reinforcement 8 is spread Located at the top of profiled sheet 7, concrete slab 9 can be Bars In Poured Concrete Slab or prefabricated board, it is preferred that concrete slab 9 is cast-in-place coagulation Native plate, bar-mat reinforcement 8 are located in cast in place concrete plate 9.Cast in place concrete plate 9 is used cooperatively with bar-mat reinforcement 8, and intensity is high, prevents from mixing Concrete board 8 ftractures, and improves service life.Further, profiled sheet 7 is preferably shape profiled sheet of remaining silent.Improve composite beam plate Bearing capacity, improve the anti-seismic performance of composite beam plate.Bar-mat reinforcement 8 can be laid immediately on above profiled sheet 7, can also Point is welded in above profiled sheet 7, and in the utility model, bar-mat reinforcement 8 is mainly to coordinate concrete to improve the strong of concrete slab 9 Degree, the shape and structure of bar-mat reinforcement 8 can use the other forms that those skilled in the art are readily apparent that, it is preferred that bar-mat reinforcement 8 Fixed by spot welding and profiled sheet 7, bar-mat reinforcement 8 is to be formed using orthogonal a diameter of 4-8mm reinforcement welding, not Meet composite beam plate intensity requirement while the weight of undue increase composite beam plate.In addition, concrete slab 9 can use modified water The material-pavings such as cement mortar, light aggregate concrete, foamed concrete or light coal gangue.
In the utility model, as shown in figure 1, roof framework structure 2 includes steel roof truss 21 and fixed with steel roof truss 21 to connect The Z-shaped purlin 22 connect, the Z-shaped stress of purlin 22 is more reasonable, and wherein steel roof truss 21 includes the chassis 211 of rectangle, is vertically connected on First side frame 212 of the triangle in the left side of chassis 211, be vertically connected on chassis 211 right side triangle the second side frame 213 and in splayed set the 3rd side frame 214 and the 4th side frame 215.Chassis 211 can be welded using section bar, the One side frame 212 and the second side frame 213 use truss structure.3rd side frame 214 and the 4th side frame 215 can use section bar or Steel pipe is formed by connecting in length and breadth.Chassis 211, the first side frame 212, the second side frame 213, the 3rd side frame 214 and the 4th side frame 215 can be with It is prefabricated in factory, then the top of the 3rd side frame 214 and the 4th side frame 215 is fixed together at the scene, the 3rd Left side, right edge and the lower side of side frame 214 are fixed with the first side frame 212, the second side frame 213 and chassis 211 respectively to be connected Connect, left side, right edge and the lower side of the 4th side frame 215 also respectively with the first side frame 212, the second side frame 213 and chassis 211 It is fixedly connected, chassis 211 is fixedly connected with the upper end of the support beam group of top layer.It is of course also possible to the direct prefabricated shape in factory Into complete roof framework structure 2, to cause Assembling more fast and easy.In addition, according to live needs, support beam group and Light gauge cold-formed steel shape composite beam plate is designed as 1~6 layer, is adopted between every layer of square tube post 3, between square tube post 3 and steel roof truss 21 It is connected with, welds or mortise-tenon joint.
Described above is preferred embodiment of the present utility model, it is noted that for the ordinary skill of the art For personnel, on the premise of principle described in the utility model is not departed from, some improvements and modifications can also be made, these improvement The scope of protection of the utility model is also should be regarded as with retouching.

Claims (10)

1. a kind of assembled architecture agent structure, including isolated footing, it is characterised in that the top of the isolated footing is fixed and set At least one layer of support beam group and light gauge cold-formed steel shape composite beam plate are equipped with, roof frame is fixedly installed above top layer support beam group Frame structure, wherein:
Every layer of support beam group includes some square tube posts, and the top of the square tube post is fixedly installed for supporting the clod wash The corbel of light-gauge steel section composite beam plate;
The light gauge cold-formed steel shape composite beam plate includes trough girder and the die mould steel being fixedly installed on successively above the trough girder Plate, bar-mat reinforcement and concrete slab, the trough girder are crimping flute profile reinforcing structure beam, the end of the crimping flute profile reinforcing structure beam Portion and the junction of the square tube post are fixedly installed the sleeve coordinated with the corbel grafting;
The crimping flute profile reinforcing structure beam includes riser, and the homonymy of the upper/lower terminal of the riser is respectively perpendicular fixed setting There are the first transverse slat and the second transverse slat, first transverse slat, riser and the second transverse slat form C-channel, the top of first transverse slat Be vertically installed with vertical baffle plate for stopping concrete in one end away from the riser, first transverse slat, the second transverse slat, Reinforcing structure is provided with riser and vertical baffle plate.
2. assembled architecture agent structure according to claim 1, it is characterised in that the reinforcing structure is arranged at institute State the middle part of the first transverse slat, the second transverse slat, riser and vertical baffle plate, the reinforcing structure is trapezoidal groove, first transverse slat, Reinforcing structure on second transverse slat and riser is towards the inner side of the C-channel, and reinforcing structure on the vertical baffle plate is towards institute State the side of riser.
3. assembled architecture agent structure according to claim 2, it is characterised in that second transverse slat is away from described One end of riser is vertically installed with upward crimping, and first transverse slat, the second transverse slat, riser, crimping and vertical baffle plate are one Body formed, first transverse slat, the second transverse slat, riser, the material of crimping and vertical baffle plate are light gauge cold-formed steel shape.
4. assembled architecture agent structure according to claim 3, it is characterised in that the vertical baffle plate and the first transverse slat Between, be provided with several reinforcing plates, institute between first transverse slat and riser and between the riser and the second transverse slat State and several curved support plates are provided between the first transverse slat and the second transverse slat, wherein:
The reinforcing plate is fixedly connected with the reinforcing structure on vertical baffle plate, the first transverse slat, riser and second transverse slat, In the trapezoidal side edges that the trapezoidal groove of reinforcing structure is connected with the reinforcing plate on the vertical baffle plate, riser and the second transverse slat Boss is provided with, the groove being engaged with the boss is provided with the reinforcing plate;
The upper and lower ends of the curved support plate are fixedly connected with first transverse slat and the second transverse slat respectively, the curved support The middle part of plate contacts with the base of the trapezoidal groove of reinforcing structure on the riser, and the base of the trapezoidal groove is provided with convex Platform, the groove being engaged with the boss is provided with the middle part of the curved support plate.
5. assembled architecture agent structure according to claim 1, it is characterised in that the isolated footing include base and The boss being arranged on above the base, the groove for square tube post described in grafting is provided with the boss;
Or the lower end of the square tube post uses with the isolated footing and pours fixation.
6. assembled architecture agent structure according to claim 1, it is characterised in that be fixedly installed on the corbel convex Rise, the sleeve is plugged in the projection;
Or the corbel is welded by some metallic plates, the section of the corbel is right angled triangle, and the sleeve is cut Face for square, the bottom of the sleeve be provided with the splicing position of the corbel be engaged with the hypotenuse of the corbel it is oblique Face, the bottom of the sleeve are plugged into the corbel;
Or the corbel is welded by some metallic plates, the section of the corbel is right-angled trapezium, the section of the sleeve For square, the bottom of the sleeve is plugged into the corbel.
7. assembled architecture agent structure according to claim 6, it is characterised in that the square tube post passes through weldering with corbel Connect a pre- entirety, the crimping flute profile reinforcing structure beam and the sleeve of being made as and one entirety, the sleeve are made as by welding in advance It is welded to connect with the contact surface of corbel, the material of the square tube post, corbel and sleeve is light gauge cold-formed steel shape.
8. assembled architecture agent structure according to claim 1, it is characterised in that the crimping flute profile reinforcing structure beam It is that bolt weldering is fixedly connected with profiled sheet, the bar-mat reinforcement is layed in the top of the profiled sheet, and the concrete slab is existing Plate or prefabricated board are poured, the bar-mat reinforcement is located in the cast in place concrete plate, wherein:
The profiled sheet uses closed-section steel deck;
The concrete of the concrete slab uses modified cement mortar, light aggregate concrete, foamed concrete or light coal gangue One kind;
The bar-mat reinforcement is formed using orthogonal a diameter of 4-8mm reinforcement welding.
9. according to any described assembled architecture agent structures of claim 1-8, it is characterised in that the roof framework structure The Z-shaped purline being fixedly connected including steel roof truss and with the steel roof truss.
10. assembled architecture agent structure according to claim 9, it is characterised in that the support beam group and clod wash are thin Wall-shaped steel combination beam plate is designed as 1~6 layer, be connected by screw bolts between every layer of square tube post, between square tube post and steel roof truss, Welding or mortise-tenon joint.
CN201720184929.3U 2017-02-28 2017-02-28 Assembled architecture agent structure Active CN206752676U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720184929.3U CN206752676U (en) 2017-02-28 2017-02-28 Assembled architecture agent structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720184929.3U CN206752676U (en) 2017-02-28 2017-02-28 Assembled architecture agent structure

Publications (1)

Publication Number Publication Date
CN206752676U true CN206752676U (en) 2017-12-15

Family

ID=60609539

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720184929.3U Active CN206752676U (en) 2017-02-28 2017-02-28 Assembled architecture agent structure

Country Status (1)

Country Link
CN (1) CN206752676U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108978848A (en) * 2018-06-25 2018-12-11 中民筑友房屋科技有限公司 A kind of assembly method of low-rise freame structural system
CN110080413A (en) * 2019-04-22 2019-08-02 北京市机械施工有限公司 A kind of assembled corrugated steel compound shear wall and production method
CN112160413A (en) * 2020-10-14 2021-01-01 杭州拓胜建筑工程有限公司 Civil engineering bearing structure for building construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108978848A (en) * 2018-06-25 2018-12-11 中民筑友房屋科技有限公司 A kind of assembly method of low-rise freame structural system
CN110080413A (en) * 2019-04-22 2019-08-02 北京市机械施工有限公司 A kind of assembled corrugated steel compound shear wall and production method
CN112160413A (en) * 2020-10-14 2021-01-01 杭州拓胜建筑工程有限公司 Civil engineering bearing structure for building construction

Similar Documents

Publication Publication Date Title
CN206752676U (en) Assembled architecture agent structure
CN106759900A (en) Assembled architecture agent structure
CN201128956Y (en) Assembled integral flat-plate or curve type vierendeel steel lattice structure
CN104532997A (en) Assembly type floor system and construction method thereof
CN105019555A (en) Novel steel reinforced concrete shearing wallboard fabricated building system
CN104612246A (en) Assembled monolithic concrete large-span frame structure system and assembling method thereof
CN108049633A (en) A kind of precast concrete concrete frame joint construction method
CN101397822A (en) Assembly of integral flat-plate type or hood face section steel hollow lattice construction and production method
CN205875394U (en) Antidetonation concrete beam column that dry process is connected
CN106567458B (en) Assembled steel-is mixed to combine Beam-post Frame Structure system
CN202430876U (en) Floor system with structure of steel and concrete precast slabs
CN203475609U (en) Connecting structure of composite floor slab and steel tube shear wall of building
CN104746643A (en) Concrete long-span frame structural system and assembling method thereof
CN104594560A (en) Prefabricated frame column
CN205475677U (en) Steel house room unit
CN206571013U (en) Light gauge cold-formed steel shape composite beam plate and its attachment structure with pillar
CN110905084A (en) Prefabricated house roof and construction method thereof
CN207017483U (en) The full precast shear wall structural system of regenerative steel skeleton
CN109518861A (en) A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall
CN103397700A (en) Connection structure of building composite floor slab and steel tube shear wall
CN106368348A (en) Overlapped combined shear wall with double-phase stress characteristic
CN206503233U (en) Assembled architecture beam-to-column joint structure and steel building
CN210685149U (en) Triangular steel bar truss welding type concrete prefabricated bottom plate
CN207998964U (en) The assembled floorslab with bars of reserved anchor hole and horse tooth trough overlap edge construction
CN211848855U (en) Novel swift formula modularization decking seam structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
PP01 Preservation of patent right

Effective date of registration: 20180503

Granted publication date: 20171215

Effective date of registration: 20180503

Granted publication date: 20171215

PP01 Preservation of patent right
PD01 Discharge of preservation of patent

Date of cancellation: 20210503

Granted publication date: 20171215

PD01 Discharge of preservation of patent