CN109930716A - Assembled architecture cross connected structure and its manufacturing method - Google Patents
Assembled architecture cross connected structure and its manufacturing method Download PDFInfo
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- CN109930716A CN109930716A CN201910253781.8A CN201910253781A CN109930716A CN 109930716 A CN109930716 A CN 109930716A CN 201910253781 A CN201910253781 A CN 201910253781A CN 109930716 A CN109930716 A CN 109930716A
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Abstract
The present invention relates to a kind of assembled architecture cross connected structures, including left story shear wall and right story shear wall, it further include intermediate connector, the bottom of left story shear wall is embedded with upper layer connected structure, the right story shear coping is embedded with lower layer's connected structure, the upper end of intermediate connector and upper layer connected structure cross are mating, and the lower end of intermediate connector and upper and lower level connected structure cross are mating, are filled with filling concrete between intermediate connector and external Coupling.The invention also discloses a kind of manufacturing methods of assembled architecture cross connected structure.The invention has the following advantages: being attached between arranged on left and right sides shear wall, structure is simple, easy to assembly, and connection is reliable, and manufacturing cost is lower, economic value with higher.It will be poured inside and outside external Coupling, intermediate connector integrally, structural strength is higher.Right positioner mechanism is good and the setting of left side positioning mechanism, is more convenient installation and fixes.
Description
Technical field
The present invention relates to a kind of assembled architecture cross connected structure and its manufacturing methods, belong to assembled architecture technology neck
Domain.
Background technique
Assembling type steel structure is structural system common in modern architecture, and structural elements is transported to after the completion of factory process
Scene, using high-strength bolt and welded connecting, have the advantages that site workload is few, speed of application is fast, from heavy and light, also have and subtract
The function of small earthquake effect.Its construction site each process can interchange operation, further increase construction efficiency, shorten construction week
Phase.
Currently, because external hanging type wallboard is not primary structure supporting member, steel structure system in assembling type steel structure system
Vertical and horizontal loading generally is undertaken using steel frame, and wall board member does not join stress.But under geological process, such structure
In wallboard horizontal shear can be resisted jointly with steel frame, and to a certain extent generate displacement, be bound to cause connecting node
Damage and destruction lead to the reduction of connector durability, and then local wallboard are caused to fall off, and there are a degree of security risks.
Summary of the invention
According to the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is one of in order to solve the above problem,
A kind of assembled architecture cross connected structure and its manufacturing method are provided.
Assembled architecture cross connected structure of the present invention, including left story shear wall and right story shear wall further include
Intermediate connector, the bottom of left story shear wall are embedded with upper layer connected structure, and the right story shear coping is embedded with lower layer
Connected structure, the upper end of intermediate connector and upper layer connected structure cross are mating, the lower end of intermediate connector and upper and lower level
Connected structure cross is mating, and the outer sheath of intermediate connector is equipped with external Coupling, intermediate connector and external Coupling
Between be filled with filling concrete.
The upper layer connected structure includes upper layer pre-embedded steel slab, and upper layer pre-embedded steel slab is located at left story shear wall thickness direction
Middle position is uniformly provided with multiple spliced eye A on the pre-embedded steel slab of upper layer, is plugged with respectively in each spliced eye A and strip steel
Muscle one, strip reinforcing bar one are parallel to the thickness direction of left story shear wall, and the lower end surface of upper layer pre-embedded steel slab is successively set from left to right
Multiple upper layer plugboards are equipped with, offer one and the mating grafting of intermediate connector cross on each upper layer plugboard respectively
Slot A, upper layer plugboard are cut with upper layer pre-embedded steel slab by a steel plate, and inserting groove A is vertically arranged.
Lower layer's connected structure includes lower layer's pre-embedded steel slab, and lower layer's pre-embedded steel slab and upper layer pre-embedded steel slab are in same flat
On face, lower layer's pre-embedded steel slab is located at the middle position in right story shear wall thickness direction, is uniformly provided on lower layer's pre-embedded steel slab more
It is plugged with respectively in a spliced eye B, each spliced eye B and is parallel to the thickness of right story shear wall with strip reinforcing bar two, strip reinforcing bar two
Direction is spent, the upper surface of lower layer's pre-embedded steel slab is disposed with multiple lower layer's plugboards from left to right, and lower layer's plugboard is located at upper
The underface of layer plugboard, and lower layer's plugboard is equal with the number of spliced eye B, offers one respectively on each lower layer's plugboard
The inserting groove B mating with intermediate connector cross, lower layer's plugboard are cut with lower layer's pre-embedded steel slab by a steel plate,
Inserting groove B is vertically arranged.
The number of the intermediate connector is identical as the quantity of upper layer plugboard, and intermediate connector includes connecting rib, even
The top for connecing gusset is provided with upper end plugboard, and the bottom end of connecting rib is provided with lower end plugboard, connecting rib, upper end grafting
Plate and lower end plugboard are cut by a steel plate, and it is mating with upper layer plugboard cross that one is offered on the plugboard of upper end
Inserting groove C, offer one and the mating inserting groove D of lower layer's plugboard cross on the plugboard of lower end, connecting rib is parallel
In the thickness direction of right story shear wall.
The external Coupling is hollow outer Coupling, and the section of the cavity of external socket piece inside is rectangle, external
The material of Coupling is steel plate.
The filling concrete is No. 42.5 sulphate aluminium cements and No. 42.5 ordinary portland cements that mass ratio is 2.5:8
It mixes.
Described further includes left side positioning mechanism and right positioner mechanism, the upper and lower ends of left side positioning mechanism respectively with upper layer
Connected structure is fixedly connected with the left side of lower layer's connected structure, the upper and lower ends of right positioner mechanism respectively with upper layer grafting knot
Structure is fixedly connected with the right edge of lower layer's connected structure, and right positioner mechanism includes the upper casing being fixed on the pre-embedded steel slab of upper layer
With the setting of casing being fixed on lower layer's pre-embedded steel slab, further includes connecting screw, be provided with rectangular block, upper casing in the middle part of connecting screw
The dextrorotation left hand thread being internally provided with the cooperation of connecting screw threaded upper ends, it is cased to be internally provided with and connecting screw
The dextrorotation internal screw thread of lower thread cooperation, upper casing and setting of casing are respectively welded on upper layer pre-embedded steel slab and strip reinforcing bar one.
The upper layer plugboard and lower layer's plugboard extend respectively on the outside of left story shear wall and right story shear wall, and left side is fixed
Position mechanism is identical with right positioner mechanism structure.
It is outer to include the following steps: that S1. sections of stainless steel square tubes are done for the manufacturing method of the assembled architecture cross connected structure
Portion's Coupling, rectangular steel pipe thickness 3-10mm, internal diameter side length 30-40mm；S2. pre- with stainless steel plate production connecting rib, upper layer
The sub-assembly of steel plate and upper layer plugboard, the sub-assembly of lower layer's pre-embedded steel slab and lower layer's plugboard are buried, connecting rib, upper layer are pre-buried
Steel plate, upper layer plugboard, lower layer's pre-embedded steel slab and lower layer's plugboard thickness 2-5mm；S3. using cutting machine in connecting rib
Both ends open up out inserting groove C and inserting groove D respectively, and inserting groove A is opened up out on the plugboard of upper layer, open up on lower layer's plugboard
Inserting groove B out, while spliced eye A and spliced eye B are drilled in upper layer pre-embedded steel slab and lower layer's pre-embedded steel slab using electric drill；S4. it takes
Reinforcement fabrication strip reinforcing bar one and strip reinforcing bar two, strip reinforcing bar one and two diameter of strip reinforcing bar are 1-10mm；
S5. strip reinforcing bar one is plugged on the spliced eye A on the pre-embedded steel slab of upper layer, while by upper layer pre-embedded steel slab and strip reinforcing bar
One is embedded in left story shear wall and leaks out upper layer plugboard, plugs strip reinforcing bar on the spliced eye B on lower layer's pre-embedded steel slab
Two, while lower layer's pre-embedded steel slab and strip reinforcing bar two being embedded in right story shear wall and leak out lower layer's plugboard；S6. it is connecting
It is arranged outer cover fitting outside gusset, filling concrete will be filled between external Coupling and connecting rib, filling concrete connects centre
Fitting and external Coupling are bonded as an overall structure；S7., left story shear wall is hung to the top for being located at right story shear wall, fills water
The overall structure of intermediate connector and external Coupling is utilized respectively upper end plugboard and is plugged on corresponding upper layer plugboard by mud
On, lower end plugboard is plugged on S8. on lower layer's plugboard and finally pours Cast-in-Situ Segment, and left story shear wall and right story shear wall are poured
Integrally.
The processing method of the filling concrete are as follows: No. 42.5 sulphate aluminium cements of the parts by weight and No. 42.5 are general
Logical portland cement, melamine high-efficiency water-reducing agent, lignocellulosic, water are added in blender with 450~550 turns of min's
Speed stirs 10 minutes；Then stirred 20 minutes with the speed of 600~800 turns of min.
Compared with prior art, the invention has the following advantages:
Assembled architecture cross connected structure of the present invention and its manufacturing method, carry out between arranged on left and right sides shear wall
Connection, structure is simple, easy to assembly, and connection is reliable, and manufacturing cost is lower, economic value with higher.Outside is socketed
It is poured inside and outside part, intermediate connector integrally, structural strength is higher.Right positioner mechanism is good and the setting of left side positioning mechanism,
More convenient installation is fixed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one；
Fig. 2 is the structural schematic diagram of the embodiment of the present invention two；
Fig. 3 is the structure enlargement diagram of upper layer of embodiment of the present invention connected structure；
Fig. 4 is the structure enlargement diagram of lower layer of embodiment of the present invention connected structure；
Fig. 5 is the schematic diagram of internal structure of Coupling outside the embodiment of the present invention.
In figure: 1, left story shear wall 2, right story shear wall 3, upper layer connected structure 3.1, upper layer pre-embedded steel slab
3.2, strip reinforcing bar 1, spliced eye A 3.4, upper layer plugboard 3.5, inserting groove A 4, lower layer's connected structure
4.1, lower layer's pre-embedded steel slab 4.2, strip reinforcing bar 2 4.3, spliced eye B 4.4, lower layer's plugboard 4.5, inserting groove B
5, intermediate connector 5.1, connecting rib 5.2, upper end plugboard 5.3, lower end plugboard 5.4, inserting groove C 5.5,
Inserting groove D 6, external Coupling 7, filling concrete 8, left side positioning mechanism 9, right positioner mechanism 9.1, upper casing
9.2, setting of casing 9.3, connecting screw 9.4, rectangular block 10, Cast-in-Situ Segment.
Specific embodiment
The present invention is described further with reference to the accompanying drawing:
Below by way of specific embodiment, the invention will be further described, but not to limit the present invention, all in spirit of that invention
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Embodiment one
As shown in Fig. 1, Fig. 3-5, the assembled architecture cross connected structure, including left story shear wall 1 and right story shear wall 2,
It further include intermediate connector 5, the bottom of left story shear wall 1 is embedded with upper layer connected structure 3, the top of the right story shear wall 2
It is embedded with lower layer's connected structure 4, the upper end of intermediate connector 5 and 3 cross of upper layer connected structure are mating, intermediate connector 5
Lower end and 4 cross of upper and lower level connected structure it is mating, the outer sheath of intermediate connector 5 is equipped with external Coupling 6, and centre connects
Filling concrete 7 is filled between fitting 5 and external Coupling 6.
In embodiment, the upper layer connected structure 3 includes upper layer pre-embedded steel slab 3.1, and upper layer pre-embedded steel slab 3.1 is located at left layer
The middle position of 1 thickness direction of shear wall is uniformly provided with multiple spliced eye A3.3, each grafting on upper layer pre-embedded steel slab 3.1
It is plugged with respectively in the A3.3 of hole and is parallel to the thickness direction of left story shear wall 1 with strip reinforcing bar 1, strip reinforcing bar 1, on
The lower end surface of layer pre-embedded steel slab 3.1 is disposed with multiple upper layer plugboards 3.4 from left to right, on each upper layer plugboard 3.4
One and the mating inserting groove A3.5 of 5 cross of intermediate connector, upper layer plugboard 3.4 and upper layer pre-embedded steel slab are offered respectively
3.1 are cut by a steel plate, and inserting groove A3.5 is vertically arranged；Lower layer's connected structure 4 includes lower layer's pre-embedded steel slab
4.1, lower layer's pre-embedded steel slab 4.1 and upper layer pre-embedded steel slab 3.1 are in the same plane, and lower layer's pre-embedded steel slab 4.1 is located at right layer and cuts
The middle position of 2 thickness direction of power wall is uniformly provided with multiple spliced eye B4.3, each spliced eye on lower layer's pre-embedded steel slab 4.1
It is plugged with respectively in B4.3 and is parallel to the thickness direction of right story shear wall 2, lower layer with strip reinforcing bar 2 4.2, strip reinforcing bar 2 4.2
The upper surface of pre-embedded steel slab 4.1 is disposed with multiple lower layer's plugboards 4.4 from left to right, and lower layer's plugboard 4.4 is located at upper layer
The underface of plugboard 3.4, and lower layer's plugboard 4.4 is equal with the number of spliced eye B4.3, divides on each lower layer's plugboard 4.4
One and the mating inserting groove B4.5 of 5 cross of intermediate connector, lower layer's plugboard 4.4 and lower layer's pre-embedded steel slab are not offered
4.1 are cut by a steel plate, and inserting groove B4.5 is vertically arranged；The number and upper layer plugboard 3.4 of the intermediate connector 5
Quantity it is identical, intermediate connector 5 includes connecting rib 5.1, and the top of connecting rib 5.1 is provided with upper end plugboard 5.2, even
The bottom end for connecing gusset 5.1 is provided with lower end plugboard 5.3, connecting rib 5.1, upper end plugboard 5.2 and lower end plugboard 5.3 by
One steel plate is cut, and one and the mating inserting groove of 3.4 cross of upper layer plugboard are offered on upper end plugboard 5.2
C5.4 offers one and the mating inserting groove D5.5 of 4.4 cross of lower layer's plugboard, connecting rib on lower end plugboard 5.3
5.1 are parallel to the thickness direction of right story shear wall 2；The external Coupling 6 is hollow outer Coupling, in external Coupling 6
The section of the cavity in portion is rectangle, and the material of external Coupling 6 is steel plate；It is 2.5:8's that the filling concrete 7, which is mass ratio,
No. 42.5 sulphate aluminium cements and No. 42.5 ordinary portland cements mix.
It is outer to include the following steps: that S1. sections of stainless steel square tubes are done for the manufacturing method of the assembled architecture cross connected structure
Portion's Coupling 6, rectangular steel pipe thickness 3-10mm, internal diameter side length 30-40mm；S2. with stainless steel plate production connecting rib 5.1, on
The sub-assembly of the sub-assembly of layer pre-embedded steel slab 3.1 and upper layer plugboard 3.4, lower layer's pre-embedded steel slab 4.1 and lower layer's plugboard 4.4,
The thickness of connecting rib 5.1, upper layer pre-embedded steel slab 3.1, upper layer plugboard 3.4, lower layer's pre-embedded steel slab 4.1 and lower layer's plugboard 4.4
Spend 2-5mm；S3. inserting groove C5.4 and inserting groove D5.5 are opened up out respectively at the both ends of connecting rib 5.1 using cutting machine, upper
Inserting groove A3.5 is opened up out on layer plugboard 3.4, inserting groove B4.5 is opened up out on lower layer's plugboard 4.4, while utilizing electric drill
On upper layer, pre-embedded steel slab 3.1 and lower layer's pre-embedded steel slab 4.1 are drilled with spliced eye A3.3 and spliced eye B4.3；S4. reinforcement fabrication item is taken
Shape reinforcing bar 1 and strip reinforcing bar 2 4.2, strip reinforcing bar 1 and 2 4.2 diameter of strip reinforcing bar are 1-10mm；S5. on upper layer
Plug strip reinforcing bar 1 on spliced eye A3.3 on pre-embedded steel slab 3.1, while by upper layer pre-embedded steel slab 3.1 and strip reinforcing bar
One 3.2 are embedded in left story shear wall 1 and leak out upper layer plugboard 3.4, on the spliced eye B4.3 on lower layer's pre-embedded steel slab 4.1
Strip reinforcing bar 2 4.2 is plugged, while lower layer's pre-embedded steel slab 4.1 and strip reinforcing bar 2 4.2 being embedded in right story shear wall 2 and being leaked
Lower layer's plugboard 4.4 out；S6. outer cover fitting 6 is arranged outside connecting rib 5.1, by external Coupling 6 and connecting rib 5.1
Between fill filling concrete 7, intermediate connector 5 and external Coupling 6 are bonded as an overall structure by filling concrete 7；It S7. will be left
Story shear wall 1 hangs the top for being located at right story shear wall 2, and filling concrete 7 ties intermediate connector 5 and the whole of external Coupling 6
Structure is utilized respectively upper end plugboard 5.2 and is plugged on corresponding upper layer plugboard 3.4, and lower end plugboard 5.3 is plugged on lower layer and inserts
On fishplate bar 4.4；S8. Cast-in-Situ Segment 10 is finally poured, left story shear wall 1 and right story shear wall 2 are poured integrally；The filling water
The processing method of mud 7 are as follows: by No. 42.5 sulphate aluminium cements and No. 42.5 ordinary portland cements, trimerizations of the parts by weight
Cyanamide high efficiency water reducing agent, lignocellulosic, water are added in blender and are stirred 10 minutes with the speed of 450~550 turns of min；So
Stirred 20 minutes with the speed of 600~800 turns of min afterwards.
Embodiment two
Referring to Fig. 2-5, with embodiment one the difference is that: further include left side positioning mechanism 8 and right positioner mechanism 9, left side
The upper and lower ends of positioning mechanism 8 are fixedly connected with the left side of upper layer connected structure 3 and lower layer's connected structure 4 respectively, and right side is fixed
The upper and lower ends of position mechanism 9 are fixedly connected with the right edge of upper layer connected structure 3 and lower layer's connected structure 4 respectively, right positioner
Mechanism 9 includes the upper casing 9.1 being fixed on upper layer pre-embedded steel slab 3.1 and the setting of casing being fixed on lower layer's pre-embedded steel slab 4.1
9.2, further include connecting screw 9.3, be provided with rectangular block 9.4 in the middle part of connecting screw 9.3, upper casing 9.1 be internally provided with
The dextrorotation left hand thread of 9.3 threaded upper ends of connecting screw cooperation, setting of casing 9.2 are internally provided with and 9.3 lower end of connecting screw
The dextrorotation internal screw thread being threadedly engaged, upper casing 9.1 and setting of casing 9.2 are respectively welded at upper layer pre-embedded steel slab 3.1 and strip reinforcing bar
On one 3.2；The upper layer plugboard 3.4 and lower layer's plugboard 4.4 extend respectively to outside left story shear wall 1 and right story shear wall 2
Side, left side positioning mechanism 8 are identical with 9 structure of right positioner mechanism.
Basic principles and main features and advantages of the present invention of the invention have been shown and described above.The skill of the industry
Art personnel it should be appreciated that the present invention is not limited to the above embodiments, the above embodiments and description only describe
The principle of the present invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these
Changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and
Its equivalent thereof.
Claims (10)
1. a kind of assembled architecture cross connected structure, including left story shear wall (1) and right story shear wall (2), it is characterised in that:
It further include intermediate connector (5), the bottom of left story shear wall (1) is embedded with upper layer connected structure (3), the right story shear wall
(2) it is embedded at the top of lower layer's connected structure (4), upper end and upper layer connected structure (3) cross grafting of intermediate connector (5) are matched
It closes, the lower end of intermediate connector (5) and upper and lower level connected structure (4) cross are mating, and intermediate connector is arranged on the outside of (5)
Have external Coupling (6), is filled with filling concrete (7) between intermediate connector (5) and external Coupling (6).
2. assembled architecture cross connected structure according to claim 1, it is characterised in that: the upper layer connected structure
It (3) include upper layer pre-embedded steel slab (3.1), upper layer pre-embedded steel slab (3.1) is located at the interposition of left story shear wall (1) thickness direction
Set, upper layer pre-embedded steel slab is uniformly provided with multiple spliced eye A(3.3 on (3.1)), each spliced eye A(3.3) in be plugged with respectively
With strip reinforcing bar one (3.2), strip reinforcing bar one (3.2) is parallel to the thickness direction of left story shear wall (1), upper layer pre-embedded steel slab
(3.1) lower end surface is disposed with multiple upper layer plugboards (3.4) from left to right, distinguishes on each upper layer plugboard (3.4)
Offer one and intermediate connector (5) mating inserting groove A(3.5 of cross), upper layer plugboard (3.4) and upper layer pre-buried steel
Plate (3.1) is cut by a steel plate, inserting groove A(3.5) it is vertically arranged.
3. assembled architecture cross connected structure according to claim 2, it is characterised in that: lower layer's connected structure
It (4) include lower layer's pre-embedded steel slab (4.1), lower layer's pre-embedded steel slab (4.1) and upper layer pre-embedded steel slab (3.1) are in the same plane,
Lower layer's pre-embedded steel slab (4.1) is located at the middle position of right story shear wall (2) thickness direction, on lower layer's pre-embedded steel slab (4.1) uniformly
Offer multiple spliced eye B(4.3), each spliced eye B(4.3) in be plugged with respectively and strip reinforcing bar two (4.2), strip reinforcing bar
Two (4.2) are parallel to the thickness direction of right story shear wall (2), and the upper surface of lower layer's pre-embedded steel slab (4.1) is successively set from left to right
Multiple lower layer's plugboards (4.4) are equipped with, lower layer's plugboard (4.4) is located at the underface of upper layer plugboard (3.4), and lower layer's grafting
Plate (4.4) is equal with the number of spliced eye B(4.3), offers one and intermediate connector respectively on each lower layer's plugboard (4.4)
(5) the mating inserting groove B(4.5 of cross), lower layer's plugboard (4.4) and lower layer's pre-embedded steel slab (4.1) are cut out by a steel plate
Cut, inserting groove B(4.5) it is vertically arranged.
4. assembled architecture cross connected structure according to claim 3, it is characterised in that: the intermediate connector (5)
Number it is identical as the quantity of upper layer plugboard (3.4), intermediate connector (5) includes connecting rib (5.1), connecting rib
(5.1) top is provided with upper end plugboard (5.2), and the bottom end of connecting rib (5.1) is provided with lower end plugboard (5.3), even
It connects gusset (5.1), upper end plugboard (5.2) and lower end plugboard (5.3) to be cut by a steel plate, upper end plugboard
(5.2) one and upper layer plugboard (3.4) mating inserting groove C(5.4 of cross are offered on), on lower end plugboard (5.3)
Offer one and lower layer's plugboard (4.4) mating inserting groove D(5.5 of cross), connecting rib (5.1) is parallel to right layer and cuts
The thickness direction of power wall (2).
5. assembled architecture cross connected structure according to claim 4, it is characterised in that: the external Coupling (6)
For hollow outer Coupling, the section of the internal cavity of external Coupling (6) is rectangle, and the material of external Coupling (6) is steel
Plate.
6. assembled architecture cross connected structure according to claim 5, it is characterised in that: the filling concrete (7) is
Mass ratio is that No. 42.5 sulphate aluminium cements of 2.5:8 and No. 42.5 ordinary portland cements mix.
7. assembled architecture cross connected structure according to claim 6, it is characterised in that: described further includes left side positioning
Mechanism (8) and right positioner mechanism (9), the upper and lower ends of left side positioning mechanism (8) respectively with upper layer connected structure (3) and lower layer
The left side of connected structure (4) is fixedly connected, the upper and lower ends of right positioner mechanism (9) respectively with upper layer connected structure (3) and
The right edge of lower layer's connected structure (4) is fixedly connected, and right positioner mechanism (9) includes being fixed on upper layer pre-embedded steel slab (3.1)
Upper casing (9.1) and the setting of casing (9.2) that is fixed on lower layer's pre-embedded steel slab (4.1), further include connecting screw (9.3), even
It connects and is provided with rectangular block (9.4) in the middle part of screw rod (9.3), upper casing (9.1) is internally provided with and connecting screw (9.3) upper end spiral shell
The dextrorotation left hand thread of line cooperation, the dextrorotation of setting of casing (9.2) being internally provided with the cooperation of connecting screw (9.3) lower thread
Internal screw thread, upper casing (9.1) and setting of casing (9.2) are respectively welded at upper layer pre-embedded steel slab (3.1) and strip reinforcing bar one (3.2)
On.
8. the assembled architecture cross connected structure according to claim, it is characterised in that: the upper layer plugboard (3.4)
Extended respectively on the outside of left story shear wall (1) and right story shear wall (2) with lower layer's plugboard (4.4), left side positioning mechanism (8) and
Right positioner mechanism (9) structure is identical.
9. a kind of manufacturing method of assembled architecture cross connected structure, characterized by the following steps:
S1. it cuts stainless steel square tube to do external Coupling (6), rectangular steel pipe thickness 3-10mm, internal diameter side length 30-40mm；
S2. with the combination of stainless steel plate production connecting rib (5.1), upper layer pre-embedded steel slab (3.1) and upper layer plugboard (3.4)
The sub-assembly of part, lower layer's pre-embedded steel slab (4.1) and lower layer's plugboard (4.4), connecting rib (5.1), upper layer pre-embedded steel slab
(3.1), the thickness 2-5mm of upper layer plugboard (3.4), lower layer's pre-embedded steel slab (4.1) and lower layer's plugboard (4.4)；
S3. inserting groove C(5.4 is opened up out respectively at the both ends of connecting rib (5.1) using cutting machine) and inserting groove D(5.5),
Upper layer plugboard opens up out inserting groove A(3.5 on (3.4)), inserting groove B(4.5 is opened up out on lower layer's plugboard (4.4)), together
Shi Liyong electric drill is drilled with spliced eye A(3.3 in upper layer pre-embedded steel slab (3.1) and lower layer's pre-embedded steel slab (4.1)) and spliced eye B
(4.3)；
S4. reinforcement fabrication strip reinforcing bar one (3.2) and strip reinforcing bar two (4.2), strip reinforcing bar one (3.2) and strip reinforcing bar two are taken
(4.2) diameter is 1-10mm；
S5. in the spliced eye A(3.3 on upper layer pre-embedded steel slab (3.1)) on plug strip reinforcing bar one (3.2), while it is upper layer is pre-
It buries steel plate (3.1) and strip reinforcing bar one (3.2) is embedded in left story shear wall (1) and leaks out upper layer plugboard (3.4), in lower layer
Spliced eye B(4.3 on pre-embedded steel slab (4.1)) on plug strip reinforcing bar two (4.2), while by lower layer's pre-embedded steel slab (4.1) and
Strip reinforcing bar two (4.2) is embedded in right story shear wall (2) and leaks out lower layer's plugboard (4.4)；
S6. outer cover fitting (6) are arranged outside connecting rib (5.1), it will be between external Coupling (6) and connecting rib (5.1)
It fills filling concrete (7), intermediate connector (5) and external Coupling (6) are bonded as an overall structure by filling concrete (7)；
S7., left story shear wall (1) hung to the top for being located at right story shear wall (2), filling concrete (7) by intermediate connector (5) and
The overall structure of external Coupling (6) is utilized respectively upper end plugboard (5.2) and is plugged on corresponding upper layer plugboard (3.4),
Lower end plugboard (5.3) is plugged on lower layer's plugboard (4.4)；
S8. Cast-in-Situ Segment (10) are finally poured, left story shear wall (1) and right story shear wall (2) are poured integrally.
10. the manufacturing method of assembled architecture cross connected structure according to claim 9, it is characterised in that: described to fill out
The processing method of water-filling mud (7) are as follows: by No. 42.5 sulphate aluminium cements and No. 42.5 normal silicate water of the parts by weight
Mud, melamine high-efficiency water-reducing agent, lignocellulosic, water are added in blender and stir 10 with the speed of 450~550 turns/min
Minute；Then stirred 20 minutes with the speed of 600~800 turns/min.
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| CN201910253781.8A CN109930716B (en) | 2019-03-30 | 2019-03-30 | Assembly type building cross plug-in structure and manufacturing method thereof |
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| CN201910253781.8A CN109930716B (en) | 2019-03-30 | 2019-03-30 | Assembly type building cross plug-in structure and manufacturing method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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