CN209025199U - A kind of assembled architecture frame structure - Google Patents

A kind of assembled architecture frame structure Download PDF

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Publication number
CN209025199U
CN209025199U CN201821570981.3U CN201821570981U CN209025199U CN 209025199 U CN209025199 U CN 209025199U CN 201821570981 U CN201821570981 U CN 201821570981U CN 209025199 U CN209025199 U CN 209025199U
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China
Prior art keywords
prefabricated
plate
load
bearing pillar
assembled architecture
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CN201821570981.3U
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Chinese (zh)
Inventor
汪启迪
汪钟谓
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Anhui Yipin Xiaoyuan Architectural Technology Co Ltd
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Anhui Yipin Xiaoyuan Architectural Technology Co Ltd
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Abstract

The utility model discloses a kind of assembled architecture frame structures, including assembled architecture main body, the assembled architecture main body includes prefabricated panel, prefabricated intermediate plate and prefabricated top plate, and the mounting groove includes dovetail groove and rectangular slot, and the open side of the dovetail groove is symmetrically fixed with limit plate;The prefabricated load-bearing pillar includes right angle load-bearing pillar, T-type load-bearing pillar and cross load-bearing pillar, and the bottom end of the prefabricated load-bearing pillar is all fixed with trapezoidal voussoir, and running through in the outer fixation hole and interior fixation hole has anchorage bar.The utility model provides assembled architecture frame structure, framing component can be prefabricated in factory's progress, transports scene and directly assembles, is widely used in a variety of building demands such as house, Office Area, teaching building, tier building is adapted to, number of floor levels can be assembled as needed.

Description

A kind of assembled architecture frame structure
Technical field
The utility model relates to technical field of buildings, specially a kind of assembled architecture frame structure.
Background technique
The construction technology of domestic construction, which is substantially basis, beam, column, floor plates and roof boarding etc., at present is applied in building Work scene carries out concreting, and wall fills this general work of way based on the traditional types such as clay brick and all kinds of building blocks Phase is longer, and construction quality depends critically upon the level of field worker, and wastes building materials, and pollution environment is heavier, existing part dress Complexity is installed with formula frame structure, needs scene drilling etc., assembly is time-consuming and laborious, also the later period is needed to modify after installation, Bu Nengshi That answers tier building builds needs.
In the prior art, application No. is a kind of prefabricated buildings building structure of " 201810120710.6 " and its construction parties Method, including building frame, form walls and template top;The building frame include load-bearing bottom, load-bearing pillar, spandrel girder, stiff girder and It puts more energy into top plate;Load-bearing bottom is connect with spandrel girder by load-bearing pillar, spandrel girder with put more energy into top plate and connect by stiff girder, form walls are set It sets between load-bearing pillar, template top is arranged between stiff girder;The described method includes: step 1: building overhead;It builds and holds Reconstruct part;Set up building frame;Installation template wall, which can easily disassemble, convenient transportation and energy The modular architectural that recombination is got up rapidly, is more suitable for the building structure of the nomadic people, is suitble to large-scale popularization.
But in use, however it remains more apparent defect: 1, the structure of the device is primarily adapted for use in trip The shepherd people are not suitable for the buildings such as house, teaching building, temporary building, office building, library and use, do not have universality;2, the dress Setting only has single layer structure, is not able to satisfy the demand to multilayered structure.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture frame structures, to solve to mention in above-mentioned background technique Out the problem of.
To achieve the above object, the utility model provides the following technical solutions:
A kind of assembled architecture frame structure, including assembled architecture main body, the assembled architecture main body includes prefabricated Bottom plate, prefabricated intermediate plate and prefabricated top plate, edge of the prefabricated panel close to prefabricated intermediate plate side are respectively arranged with peace Tankage, the mounting groove include dovetail groove and rectangular slot, and the dovetail groove and rectangular slot communicate, the opening of the dovetail groove Side is symmetrically fixed with limit plate, and the prefabricated intermediate plate is fixed with multiple card columns close to the side of prefabricated panel, it is described it is prefabricated in Between plate far from the side of prefabricated panel offer multiple mounting grooves, the prefabricated top plate is fixed with close to the side of prefabricated intermediate plate Multiple card columns;
Prefabricated load-bearing pillar, the prefabricated intermediate plate and prefabricated top plate are provided between the prefabricated panel and prefabricated intermediate plate Between be provided with prefabricated load-bearing pillar, the prefabricated load-bearing pillar includes right angle load-bearing pillar, T-type load-bearing pillar and cross load-bearing pillar, institute The bottom end for stating prefabricated load-bearing pillar is all fixed with trapezoidal voussoir, and the center of the prefabricated load-bearing pillar offers card slot, described prefabricated Bearing plate includes multiple snap-gauges for being integrally formed and being connected, and offers sliding slot on the snap-gauge, offers on the snap-gauge multiple Outer fixation hole is provided with precast wall body between the adjacent prefabricated load-bearing pillar, and the two sides of the precast wall body are symmetrically fixed with Connecting plate offers interior fixation hole on the connecting plate, and the connecting plate intercalation is in sliding slot, the outer fixation hole and interior fixation Through there is anchorage bar in hole, the two sides of the anchorage bar are provided with fastening nut, the gap location between the sliding slot and connecting plate It is provided with cast-in-place concrete layer.
Preferably, on the dovetail groove plane area be less than rectangular slot on plane area.
Preferably, the shaped volumes of the trapezoidal voussoir and dovetail groove match.
Preferably, the right angle load-bearing pillar includes rectangular vertical integrally formed two pieces of snap-gauges, the T-type load-bearing pillar packet T-shaped vertical integrally formed three pieces of snap-gauges are included, the cross load-bearing pillar includes in cross integrally formed four pieces vertical Snap-gauge.
Preferably, the position of the outer fixation hole and interior fixation hole is corresponding.
Preferably, the precast wall body successively includes decorative exterior wall body, foamed board and load-bearing inner wall from outside to inside.
Compared with prior art, the utility model has the beneficial effects that
1, assembling process is simple, and most of framing component can be prefabricated in factory's progress, and being transported to on-site consolidation can make With, can be widely applied to house, teaching building, office building, library etc. building in, space separate flexibly, applied widely, the duration Short, construction site is more safe and efficient;
2, the frame structure can satisfy the needs to tier building, can assemble the height and building of building according to the actual situation The number of plies, assembly are flexible.
3, framing component can carry out prefabricated in factory, transport scene and directly assemble, and be widely used in house, office A variety of building demands such as area, teaching building adapt to tier building, can assemble number of floor levels as needed, the invention also discloses The construction method of said frame structure, operation is simple for this method, short time limit, construction site more green high-efficient, non-constant value It must promote.
Detailed description of the invention
Fig. 1 is the exemplary construction outside drawing of the utility model;
Fig. 2 is the prefabricated panel structure chart of the utility model;
Fig. 3 is the mounting groove detail view of the utility model;
Fig. 4 is the prefabricated intermediate plate main view sectional view of the utility model;
Fig. 5 is the prefabricated top plate main view of the utility model;
Fig. 6 is the right angle load-bearing pillar structure chart of the utility model;
Fig. 7 is the prefabricated load-bearing pillar overlooking structure figure of the utility model;
Fig. 8 is detail view at the A of the utility model;
Fig. 9 is the precast wall body and connecting board structure figure of the utility model.
In figure: 1 assembled architecture main body, 2 prefabricated panels, 3 prefabricated intermediate plates, 4 prefabricated top plates, 5 mounting grooves, 6 dovetail grooves, 7 rectangular slots, 8 card columns, 9 right angle load-bearing pillars, 10 T-type load-bearing pillars, 11 cross load-bearing pillars, 12 trapezoidal voussoirs, 13 card slots, 14 Snap-gauge, 15 sliding slots, 16 outer fixation holes, 17 precast wall bodies, 18 connecting plates, fixation hole, 20 anchorage bars, 21 fastening nuts, 22 in 19 Cast-in-place concrete layer, 23 decorative exterior wall bodies, 24 foamed boards, 25 load-bearing inner walls, 61 limit plates.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-9 is please referred to, the utility model provides a kind of technical solution:
A kind of assembled architecture frame structure, including assembled architecture main body 1, assembled architecture main body 1 include prefabricated bottom Plate 2, prefabricated intermediate plate 3 and prefabricated top plate 4, edge of the prefabricated panel 2 close to prefabricated 3 side of intermediate plate are respectively arranged with installation Slot 5, mounting groove 5 include dovetail groove 6 and rectangular slot 7, and dovetail groove 6 and rectangular slot 7 communicate, and the open side of dovetail groove 6 is symmetrical It is fixed with limit plate 61, the effect of limit plate 61 is when trapezoidal voussoir 12 slides in dovetail groove 6, and limit plate 61 can prevent ladder Shape voussoir 12 is upwardly separated from, and prefabricated intermediate plate 3 is fixed with multiple card columns 8 close to the side of prefabricated panel 2, and prefabricated intermediate plate 3 is remote Side from prefabricated panel 2 offers multiple mounting grooves 5, and prefabricated top plate 4 is fixed with multiple cards close to the side of prefabricated intermediate plate 3 Column 8.
Prefabricated load-bearing pillar is provided between prefabricated panel 2 and prefabricated intermediate plate 3, between prefabricated intermediate plate 3 and prefabricated top plate 4 It is provided with prefabricated load-bearing pillar, prefabricated load-bearing pillar includes right angle load-bearing pillar 9, T-type load-bearing pillar 10 and cross load-bearing pillar 11, prefabricated to hold The bottom end of weight column is all fixed with trapezoidal voussoir 12, and the center of prefabricated load-bearing pillar offers card slot 13, and prefabricated bearing plate includes more A to be integrally formed connected snap-gauge 14, integrally formed design can be improved stability, sliding slot 15 offered on snap-gauge 14, block Multiple outer fixation holes 16 are offered on plate 14, and precast wall body 17 is provided between adjacent prefabricated load-bearing pillar, precast wall body 17 Two sides are symmetrically fixed with connecting plate 18, and interior fixation hole 19 is offered on connecting plate 18, and 18 intercalation of connecting plate is outer solid in sliding slot 15 Determine through there is anchorage bar 20 in hole 16 and interior fixation hole 19, the two sides of anchorage bar 21 are provided with fastening nut 21, sliding slot 15 and company Gap location between fishplate bar 18 is provided with cast-in-place concrete layer 22, and cast-in-place concrete layer 22 uses strong concrete, and promotion is built The overall stability built.
Preferably as one, area of the area of plane less than plane on rectangular slot 7, trapezoidal voussoir 12 on dovetail groove 6 It is embedded in rectangular slot 7 first, is then moved to lesser dovetail groove 6, the limit plate 61 at 6 both ends of dovetail groove can be by trapezoidal voussoir 12 It blocks, so that prefabricated bearing plate fixed on trapezoidal voussoir 12 is fixed in mounting groove 5.
Preferably as one, the shaped volumes of trapezoidal voussoir 12 and dovetail groove 6 match, and trapezoidal voussoir 12 can be just embedding Enter dovetail groove 6.
Preferably as one, right angle load-bearing pillar 9 includes rectangular vertical integrally formed two pieces of snap-gauges 14, T-type load-bearing pillar 10 include T-shaped vertical integrally formed three pieces of snap-gauges 14, and cross load-bearing pillar 11 includes in cross vertical integrally formed Four pieces of snap-gauges 14, integrally formed structure design is so that the stability and robustness of prefabricated load-bearing pillar are stronger.
Preferably as one, the position of outer fixation hole 16 and interior fixation hole 19 is corresponding, sequentially passes through convenient for anchorage bar 20 Outer fixation hole 16 and interior fixation hole 19 are fastenedly connected.
Preferably as one, precast wall body 17 successively includes in decorative exterior wall body 23, foamed board 24 and load-bearing from outside to inside Wall 25, decorative exterior wall body 23 primarily serve decoration and beautiful effect, and the building after assembly is directly used, is not necessarily to Finishing finishing is carried out again, is shortened the construction period, and foamed board 24 has the effects that waterproof, fire-retardant, heat preservation, sound insulation, and load-bearing inner wall 25 is main Has the function of load bearing support.
A kind of construction method is used for assembled architecture frame structure, comprising the following steps: Step 1: prefabricated panel 2 is consolidated Due on ground;Step 2: respectively by the trapezoidal voussoir of 11 bottom end of right angle load-bearing pillar 9, T-type load-bearing pillar 10 and cross load-bearing pillar On 12 insertion prefabricated panels 2 in suitable mounting groove 5, trapezoidal voussoir 12 is firstly placed at rectangular slot 7, then slides to trapezoidal Slot 6 completely into plate 61 is limited after dovetail groove 6 until block, then the cast-in-place high-strength concrete in mounting groove 5, holds prefabricated Weight column is fixed;Step 3: 18 intercalation of connecting plate at 17 both ends of precast wall body is entered in the sliding slot 15 of adjacent bearing plate, it then will be tight Interior fixation hole 19 of the solid rod 20 on the outer fixation hole 16 and connecting plate 18 on load-bearing pillar, then screw the tight of 20 both ends of anchorage bar Gu nut 21;Step 4: cast in situs high-strength concrete in cast-in-place concrete layer 22 between sliding slot 15 and connecting plate 18;Step Rapid five, in the card slot 13 for being opened up the load-bearing pillar that the card column 8 on prefabricated intermediate plate 3 is mounted on prefabricated panel 2, in card column 8 With cast in situs high-strength concrete in the gap of card slot 13;Step 6: repeat it is above second and third, four, five steps, complete prefabricated The frame on 3 upper layer of intermediate plate assembles;Step 7: the card column 8 on prefabricated top plate 4 to be finally embedded in the card slot 13 of top layer's load-bearing pillar It is interior, high-strength concrete is poured in the gap of card column 8 and card slot 13, completes assembly.
Working principle: firstly, prefabricated panel 2 is firmly fixed on ground, guarantee the stability of superstructure, then The trapezoidal voussoir 12 of 11 bottom end of right angle load-bearing pillar 9, T-type load-bearing pillar 10 and cross load-bearing pillar is inserted on prefabricated panel 2 respectively In suitable mounting groove 5, trapezoidal voussoir 12 is firstly placed in rectangular slot 7, then slide to dovetail groove 6 until completely into It is limited plate 61 after dovetail groove 6 to block, at this point, prefabricated load-bearing pillar is fixed in mounting groove 5, then in prefabricated load-bearing pillar and peace Cast-in-place high-strength concrete in the gap of tankage 5 fills mounting groove 5 completely, so that prefabricated load-bearing pillar is fixed.
Then, 18 intercalation of connecting plate at 17 both ends of precast wall body is entered in the sliding slot 15 of adjacent bearing plate, it then will fastening Interior fixation hole 19 of the bar 20 on the outer fixation hole 16 and connecting plate 18 on load-bearing pillar, then screw the fastening at 20 both ends of anchorage bar Nut 21, so that connecting plate 18 is mutually fixed with the snap-gauge 14 of prefabricated load-bearing pillar, then showing between sliding slot 15 and connecting plate 18 Cast in situs high-strength concrete in pouring concrete layer 22 further increases the tight type that connecting plate 18 and prefabricated load-bearing pillar combine.
If you need to assemble tier building, the load-bearing pillar that the card column 8 on prefabricated intermediate plate 3 can be mounted on prefabricated panel 2 In the card slot 13 opened up, the cast in situs high-strength concrete in the gap of card column 8 and card slot 13, so that card column 8 is pacified securely In card slot 13, prefabricated intermediate plate 3 both can be used as the roof of substrustion, can also be used as the bottom plate of superstructure, no It is disconnected to repeat above step, until the assembly of tier building frame is completed.
Finally, the card column 8 on prefabricated top plate 4 is embedded in the card slot 13 of top layer's load-bearing pillar, in card column 8 and card slot 13 High-strength concrete is poured in gap, completes the assembly of monolithic architecture top layer top plate.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims (6)

1. a kind of assembled architecture frame structure, including assembled architecture main body (1), it is characterised in that: the assembled architecture Main body (1) includes prefabricated panel (2), prefabricated intermediate plate (3) and prefabricated top plate (4), and the prefabricated panel (2) is close to prefabricated centre The edge of plate (3) side is respectively arranged with mounting groove (5), and the mounting groove (5) includes dovetail groove (6) and rectangular slot (7), The dovetail groove (6) and rectangular slot (7) communicate, and the open side of the dovetail groove (6) is symmetrically fixed with limit plate (61), described Prefabricated intermediate plate (3) is fixed with multiple card columns (8) close to the side of prefabricated panel (2), and the prefabricated intermediate plate (3) is far from prefabricated The side of bottom plate (2) offers multiple mounting grooves (5), and the prefabricated top plate (4) is fixed with close to the side of prefabricated intermediate plate (3) Multiple card columns (8);
It is provided with prefabricated load-bearing pillar between the prefabricated panel (2) and prefabricated intermediate plate (3), the prefabricated intermediate plate (3) and pre- Be provided with prefabricated load-bearing pillar between top plate (4) processed, the prefabricated load-bearing pillar include right angle load-bearing pillar (9), T-type load-bearing pillar (10) and Cross load-bearing pillar (11), the bottom end of the prefabricated load-bearing pillar are all fixed with trapezoidal voussoir (12), in the prefabricated load-bearing pillar The heart offers card slot (13), and the prefabricated bearing plate includes multiple snap-gauges (14) for being integrally formed and being connected, the snap-gauge (14) On offer sliding slot (15), multiple outer fixation holes (16), the adjacent prefabricated load-bearing pillar are offered on the snap-gauge (14) Between be provided with precast wall body (17), the two sides of the precast wall body (17) are symmetrically fixed with connecting plate (18), the connecting plate (18) it is offered on interior fixation hole (19), connecting plate (18) intercalation is in sliding slot (15), the outer fixation hole (16) and interior Through having anchorage bar (20) in fixation hole (19), the two sides of the anchorage bar (20) are provided with fastening nut (21), the sliding slot (15) gap location between connecting plate (18) is provided with cast-in-place concrete layer (22).
2. a kind of assembled architecture frame structure according to claim 1, it is characterised in that: put down on the dovetail groove (6) The area in face is less than the area of plane on rectangular slot (7).
3. a kind of assembled architecture frame structure according to claim 1, it is characterised in that: the trapezoidal voussoir (12) and The shaped volumes of dovetail groove (6) match.
4. a kind of assembled architecture frame structure according to claim 1, it is characterised in that: the right angle load-bearing pillar (9) Including rectangular vertical integrally formed two pieces of snap-gauges (14), the T-type load-bearing pillar (10) includes T-shaped vertical integrally formed Three pieces of snap-gauges (14), the cross load-bearing pillar (11) include in cross vertical integrally formed four pieces of snap-gauges (14).
5. a kind of assembled architecture frame structure according to claim 1, it is characterised in that: the outer fixation hole (16) and The position of interior fixation hole (19) is corresponding.
6. a kind of assembled architecture frame structure according to claim 1, it is characterised in that: the precast wall body (17) from Outer successively includes decorative exterior wall body (23), foamed board (24) and load-bearing inner wall (25) in.
CN201821570981.3U 2018-09-26 2018-09-26 A kind of assembled architecture frame structure Active CN209025199U (en)

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CN201821570981.3U CN209025199U (en) 2018-09-26 2018-09-26 A kind of assembled architecture frame structure

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820947A (en) * 2019-11-21 2020-02-21 重庆电子工程职业学院 Modular floor construction process
CN110821186A (en) * 2019-11-21 2020-02-21 重庆电子工程职业学院 Modular wall installation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820947A (en) * 2019-11-21 2020-02-21 重庆电子工程职业学院 Modular floor construction process
CN110821186A (en) * 2019-11-21 2020-02-21 重庆电子工程职业学院 Modular wall installation method

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