CN207260378U - A kind of assembled frame-shear structure curved scissors type combines keyway connection structure - Google Patents
A kind of assembled frame-shear structure curved scissors type combines keyway connection structure Download PDFInfo
- Publication number
- CN207260378U CN207260378U CN201721282484.9U CN201721282484U CN207260378U CN 207260378 U CN207260378 U CN 207260378U CN 201721282484 U CN201721282484 U CN 201721282484U CN 207260378 U CN207260378 U CN 207260378U
- Authority
- CN
- China
- Prior art keywords
- column
- prefabricated
- wall
- fitting
- middle level
- 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.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Assembly concrete building field is the utility model is related to, is specially a kind of assembled frame-shear structure curved scissors type combination keyway connection structure.The structure includes：Prefabricated underlay column or prefabricated middle level column, prefabricated top layer column, dry wall, prefabricated middle level beam, prefabricated top layer beam and cast in situ concrete foundation beam and I-shaped column wall connecting key and trough girder the wall connecting key for being connected between above-mentioned component.The utility model dry wall and precast beam, by in precast beam and dry wall coupling part, beam wall built-in fitting is set, and using the method for trough girder wall connecting key tie-beam wall built-in fitting, realize the connection of precast beam and dry wall, complete the transmission of coupling part moment of flexure and shearing, method than original use etc. for bar connecting, it is easily installed, power transmission is more reliable, it is easier to realize the design requirement of " strong ties ", especially when big earthquake occurs, still there is higher bearing capacity after the deformation of coupling part, integrally-built ductility is more preferable, and shock resistance is stronger.
Description
Technical field
Assembly concrete building field is the utility model is related to, is specially a kind of assembled frame-shear structure curved scissors type combination
Each component is using combination in keyway connection structure, particularly assembly concrete frame shear wall structure (abbreviation frame-shear structure)
The structure and assembling method of formula built-in fitting and connection key connection, the shear wall after assembling have the function that shearing resistance and bending resistance.
Background technology
Concrete frame shear structure is that a certain number of shear walls are arranged in frame structure, is formed flexibly free using empty
Between, meet under the needs of different building functions there is sizable endurance and stiffness, the energy of resistance to deformation under the action of horizontal loading
Power is stronger.Prefabricated concrete structure is typically that prefabricated components are carried out assembled completion at the construction field (site) at present, for assembly
The design and construction docking of node are more demanding, the poor situation of globality easily occur.Simultaneously because assembly concrete skill
Art is ripe not enough, and joint structure is more complicated, and design difficulty is bigger, and structure design personnel are familiar only with cast-in-place concrete structure
Design method, the design concept and feature to prefabricated concrete structure be relatively strange.
To solve the above-mentioned problems, previous in invention, assembly concrete Frame-Shear Wall assembly connection structure and
Assembled connection method (CN201210281096.4).Equally to solve the above problems, the utility model proposes another assembly even
Connect structures and methods.
Utility model content
The purpose of this utility model is to provide a kind of assembled frame-shear structure curved scissors type combination keyway connection structure, assembled
Each component in concrete frame shear structure is realized between various precast concretes using Combined type pre-embedded member and connection key connection
Connection, with meet actual design with construction in needs.
The technical solution of the utility model：
A kind of assembled frame-shear structure curved scissors type combines keyway connection structure, which includes：Prefabricated underlay column is prefabricated
Middle level column, prefabricated top layer column, dry wall, prefabricated middle level beam, prefabricated top layer beam and cast in situ concrete foundation beam and for above-mentioned
I-shaped column-wall connecting key and trough girder-the wall connecting key connected between component, the both ends of cast in situ concrete foundation beam pass through basis
Basis top on top is stretched out reinforcing bar and is connected with prefabricated underlay column, the top of prefabricated underlay column by prefabricated underlay column longitudinally by
Power reinforcing bar is connected with prefabricated middle level beam, is set between cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam prefabricated
Pass through column-wall built-in fitting and beam-wall between wall, dry wall and cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam
Built-in fitting is connected；The both ends of prefabricated middle level beam are connected by prefabricated underlay column Reinforcement with prefabricated middle level column, in advance
The top of middle level column processed is connected by prefabricated top layer column Reinforcement with prefabricated top layer beam, prefabricated middle level beam, it is prefabricated in
Dry wall is set between layer column and prefabricated top layer beam, between dry wall and prefabricated middle level beam, prefabricated middle level column and prefabricated top layer beam
It is connected by column-wall built-in fitting and beam-wall built-in fitting；Trough girder-wall connecting key is inserted along the square hole on beam-wall built-in fitting
Enter, I-shaped column-wall connecting key is fixed in the gap between column-wall built-in fitting.
The assembled frame-shear structure curved scissors type combination keyway connection structure, column-wall built-in fitting is by ribbed steel and circle
Hole I forms, and the side of ribbed steel forms groove with rib I up and down, and circular hole I is provided with ribbed steel.
The assembled frame-shear structure curved scissors type combination keyway connection structure, prefabricated underlay column or prefabricated middle level column, by
Reinforcing bar, column-wall built-in fitting in column is with coagulation local soil type into column-wall built-in fitting is arranged at the reinforcing bar side in column, and column-wall is pre-buried
The groove of part is outside, casting concrete on the outside of the reinforcing bar in column；Reinforcing bar in column is by prefabricated underlay column or prefabricated middle level column longitudinal direction
The lower end of steel bar stress, column tie-bar and reinforced bar sleeve composition, prefabricated underlay column or prefabricated middle level column Reinforcement is inserted in
The outside of reinforced bar sleeve, prefabricated underlay column or prefabricated middle level column Reinforcement sets column tie-bar.
Described assembled frame-shear structure curved scissors type combination keyway connection structure, prefabricated top layer column by the reinforcing bar in column, column-
Wall built-in fitting and coagulation local soil type are into column-wall built-in fitting is arranged at the reinforcing bar side in column, and the groove of column-wall built-in fitting is outside, column
Casting concrete on the outside of interior reinforcing bar；Reinforcing bar in column is by prefabricated top layer column Reinforcement, column tie-bar and reinforced bar sleeve group
Into the lower end of prefabricated top layer column Reinforcement is inserted in reinforced bar sleeve, is set on the outside of prefabricated top layer column Reinforcement
Put column tie-bar.
The assembled frame-shear structure curved scissors type combination keyway connection structure, beam-wall built-in fitting is by ribbed steel II, circle
Hole I, square hole and circular hole II form, and the side of ribbed steel II forms groove with rib II up and down, is provided with ribbed steel II
Circular hole I, is provided with square hole on upper and lower rib II, the edge of upper and lower rib II is provided with circular hole II.
Described assembled frame-shear structure curved scissors type combination keyway connection structure, dry wall by the reinforcing bar in dry wall, column-
Wall built-in fitting, beam-wall built-in fitting and coagulation local soil type are into column-wall built-in fitting is arranged at the reinforcing bar side in dry wall, and column-wall is pre-
The groove of embedded part is outside, and beam-wall built-in fitting is arranged at the reinforcing bar top and bottom in dry wall, and the groove of beam-wall built-in fitting is outside, in advance
Casting concrete on the outside of the reinforcing bar of system within the walls；Reinforcing bar in dry wall includes shear wall longitudinal stress muscle, shear wall cross direction profiles
Muscle, shear wall confined boundary member stirrup and shearing wall lacing wire, two rows of shear wall longitudinal stress muscle are arranged in parallel, and often arrange shear wall
Longitudinal stress muscle is evenly distributed with, and is connected by the shear wall cross direction profiles muscle of parallel arrangement, the side of two rows of shear wall longitudinal stress muscle
Edge is connected by the shear wall confined boundary member stirrup of parallel arrangement, between relatively parallel two rows of shear wall longitudinal stress muscle
Connected by shearing wall lacing wire.
The assembled frame-shear structure curved scissors type combination keyway connection structure, prefabricated middle level beam is by prefabricated middle level beam
Reinforcing bar, beam-wall built-in fitting and coagulation local soil type are into beam-wall built-in fitting is arranged at the reinforcing bar upper and lower sides in prefabricated middle level beam, beam-wall
The groove of built-in fitting is outside, casting concrete on the outside of the reinforcing bar in prefabricated middle level beam；Reinforcing bar in prefabricated middle level beam includes middle level
Vierendeel girder negative bending moment rib, middle level Vierendeel girder sagging moment muscle, frame beam stirrup, bean column node stirrup and polyvinyl chloride pipe, middle level frame
Set a roof beam in place negative bending moment rib and middle level Vierendeel girder sagging moment muscle is oppositely arranged up and down, and middle level Vierendeel girder negative bending moment rib and middle level Vierendeel girder are just
Connected on the outside of moment of flexure muscle by the frame beam stirrup of parallel arrangement, middle level Vierendeel girder negative bending moment rib and middle level Vierendeel girder sagging moment muscle
Both sides of edges be oppositely arranged polyvinyl chloride pipe, connected between the polyvinyl chloride pipe being oppositely arranged by bean column node stirrup.
The assembled frame-shear structure curved scissors type combination keyway connection structure, prefabricated top layer beam is by prefabricated top layer beam
Reinforcing bar, beam-wall built-in fitting and coagulation local soil type are into beam-wall built-in fitting is arranged on the downside of the reinforcing bar in prefabricated top layer beam, and beam-wall is pre-
The groove of embedded part is outside, casting concrete on the outside of the reinforcing bar in prefabricated top layer beam.
The advantages of the utility model and beneficial effect are：
1st, the utility model dry wall and precast beam, by pre-buried in precast beam and dry wall coupling part, setting beam-wall
Part, and using the method for trough girder-wall connecting key tie-beam-wall built-in fitting, realize the connection of precast beam and dry wall, the company of completion
Socket part divides the transmission of moment of flexure and shearing, and the method than original use etc. for bar connecting, is easily installed, power transmission is more reliable, more
The design requirement of " strong ties " easy to implement, especially when big earthquake occurs, still has higher hold after the deformation of coupling part
Power is carried, integrally-built ductility is more preferable, and shock resistance is stronger.
2nd, the utility model dry wall and prefabricated post, by pre- in the coupling part of dry wall and prefabricated post, setting column-wall
Embedded part, and the method for using I-shaped column-wall connecting key connecting pole-wall built-in fitting, realize the connection of dry wall and prefabricated post, complete
Into the transmission of coupling part shearing, than the methods of U-shaped muscle of use, keyway connect originally, installation is simpler, and Path of Force Transfer is brighter
Really, it is easier to realize the design requirement of " strong ties ", especially when big earthquake occurs, still have after the deformation of coupling part higher
Bearing capacity, integrally-built ductility is more preferable, and shock resistance is stronger.
3rd, the utility model makes the higher part of required precision, including precast beam, prefabricated post, dry wall and beam-wall
The making of built-in fitting, column-wall built-in fitting, I-shaped column-wall connecting key and trough girder-wall connecting key, is completed in factory, and is showed
Field construction, it is only necessary to install connecting key and grouting, linkage editor is simple, and to the of less demanding of construction personnel, time-saving and efficiency, easily ensures
Construction quality, can greatly improve construction speed.
4th, the utility model equally has situ wet operation few, and assembly rate height, energy conservation and environmental protection, meet Green Architectural Development
It is required that etc. prefabricated concrete structure the advantages of.
Brief description of the drawings
Fig. 1 is the graphics of column-wall built-in fitting.
Fig. 2 is reinforced bar sleeve graphics.
Fig. 3 is the steel bar arrangement graphics in prefabricated underlay and intermediate layer concrete column.
Fig. 4 is that reinforcing bar binding in column-wall built-in fitting and bottom and intermediate layer concrete column is welded to the graphics finished.
Fig. 5 is the prefabricated underlay with column-wall built-in fitting/intermediate layer concrete column (abbreviation prefabricated underlay column or prefabricated respectively
Middle level column) graphics.
Fig. 6 is the steel bar arrangement graphics in prefabricated top layer concrete column.
Fig. 7 is that reinforcing bar binding in column-wall built-in fitting and top layer concrete column is welded to the graphics finished.
Fig. 8 is the graphics of the prefabricated top layer concrete column (referred to as prefabricated top layer column) with column-wall built-in fitting.
Fig. 9 is the graphics of beam-wall built-in fitting.
Figure 10 is the steel bar arrangement graphics in precast concrete shear wall.
Figure 11 is by beam-wall built-in fitting and column-wall built-in fitting and the graphics of reinforcing bar binding welding in shear wall.
Figure 12 is band by the three of the precast concrete shear wall of beam-wall built-in fitting and column-wall built-in fitting (abbreviation dry wall)
Dimension figure.
Figure 13 is the steel bar arrangement graphics in prefabricated intermediate layer concrete frame beam.
Figure 14 is by the three-dimensional after reinforcing bar binding welding in beam-wall built-in fitting and prefabricated intermediate layer concrete frame beam
Figure.
Figure 15 is the prefabricated intermediate layer concrete frame beam (referred to as prefabricated middle level beam) with beam-wall built-in fitting.
Figure 16 is the steel bar arrangement graphics in prefabricated top layer concrete frame beam.
Figure 17 is by the three-dimensional after reinforcing bar binding welding in beam-wall built-in fitting and prefabricated top layer concrete frame beam
Figure.
Figure 18 is the prefabricated top layer concrete frame beam (referred to as prefabricated top layer beam) with beam-wall built-in fitting.
Figure 19 is the graphics of I-shaped column-wall connecting key.
Figure 20 is the graphics of trough girder-wall connecting key.
Figure 21 is cast in situ concrete foundation beam (abbreviation foundation beam) graphics with beam-wall built-in fitting.
Figure 22 is the hoisting process graphics of prefabricated underlay column and foundation beam.
Figure 23 is the lifting completion graphics of prefabricated underlay column and foundation beam.
Figure 24 is the graphics that dry wall is lifted on to Figure 22.
Figure 25 is the graphics being installed on Figure 19 and Figure 20 between column-wall built-in fitting and beam-wall built-in fitting.
Figure 26 is the graphics that prefabricated middle level beam is lifted on Figure 24 processes.
Figure 27 is the graphics that prefabricated middle level beam is lifted on Figure 24 completions.
Figure 20 is installed on the graphics of Figure 26 completions by Figure 28.
Figure 29 is the graphics when assembly concrete frame shear wall structure with Macintosh is completed.
Figure 30 is the graphics after the assembly concrete frame shear wall structure grouting with Macintosh completes.
In figure, 1 ribbed steel I；2 circular holes I；3 reinforced bar sleeves；4 prefabricated underlay columns or prefabricated middle level column Reinforcement；
5 column tie-bars；6 top layer column Reinforcements；7 ribbed steels II；8 square holes；9 circular holes II；10 shear wall longitudinal stress muscle；11 cut
Power wall cross direction profiles muscle；12 shear wall confined boundary member stirrups；13 shearing wall lacing wires；14 middle level Vierendeel girder negative bending moment ribs；15
Middle level Vierendeel girder sagging moment muscle；16 middle level frame beam stirrups；17 bean column node stirrups；18 polyvinyl chloride pipes；19 top-level boxes are set a roof beam in place
Negative bending moment rib；20 top-level boxes are set a roof beam in place sagging moment muscle；21 top layer frame beam stirrups；22 I-shaped columns-wall connecting key；23 trough girders-
Wall connecting key；24 circular holes III；25 bases top；Reinforcing bar is stretched out on 26 bases top；27 grouting materials；28 ribs I；29 ribs II.
Embodiment
As shown in Fig. 1-Figure 30, connection structure of the utility model assembly concrete Frame-Shear Wall with Macintosh and
Assembling method, mainly includes：It is prefabricated underlay column or prefabricated middle level column (Fig. 5), prefabricated top layer column (Fig. 8), dry wall (Figure 12), pre-
Middle level beam (Figure 15), prefabricated top layer beam (Figure 18) and cast in situ concrete foundation beam (Figure 21) processed and for being connected between above-mentioned component
I-shaped column-wall connecting key (Figure 19) and trough girder-wall connecting key (Figure 20), the both ends of cast in situ concrete foundation beam pass through base
Basis top on 25 at the top of plinth is stretched out reinforcing bar 26 and is connected with prefabricated underlay column, and the top of prefabricated underlay column passes through prefabricated underlay column
Reinforcement 4 is connected with prefabricated middle level beam, is set between cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam
Put dry wall, between dry wall and cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam by column-wall built-in fitting and
Beam-wall built-in fitting is connected；The both ends of prefabricated middle level beam are connected by prefabricated underlay column Reinforcement 4 and prefabricated middle level column
Connect, the top of prefabricated middle level column is connected by prefabricated top layer column Reinforcement 6 with prefabricated top layer beam, prefabricated middle level beam,
Dry wall, dry wall and prefabricated middle level beam, prefabricated middle level column and prefabricated top layer are set between prefabricated middle level column and prefabricated top layer beam
It is connected between beam by column-wall built-in fitting and beam-wall built-in fitting.
(1) as shown in Figure 1, column-wall built-in fitting concrete structure and manufacturing process are as follows：
Column-wall built-in fitting (Fig. 1) is made of ribbed steel 1 and circular hole I 2, and the side of ribbed steel 1 carries rib I up and down
28 form groove, and circular hole I 2 is provided with ribbed steel 1.
By the way of single side drilling, its number and size are determined circular hole I 2 by the radical for the column tie-bar 5 being inserted into its hole；
The width of ribbed steel I 1 needs to cut than precast concrete Vierendeel girder and precast concrete column and precast concrete
The width of power wall is small, and small size is more than or equal to the protective layer thickness as defined in specification needed for steel plate, is in the milk and prevents to meet
The requirement of junction steel plate corrosion；
Other physical dimensions of ribbed steel I 1 connect the shear force calculation transmitted between prefabricated components according to it and determine.
(2) as shown in Fig. 2-Fig. 8, the concrete structure of prefabricated underlay column and prefabricated middle level column and prefabricated top layer column and made
Journey is as follows：
As shown in Figure 3-Figure 5, prefabricated underlay column or prefabricated middle level column (Fig. 5), it is pre-buried by reinforcing bar (Fig. 3), the column-wall in column
Part (Fig. 1) and coagulation local soil type are into column-wall built-in fitting is arranged at the reinforcing bar side in column, and the groove of column-wall built-in fitting is outside, column
Casting concrete on the outside of interior reinforcing bar.
Reinforcing bar in column is by prefabricated underlay column or prefabricated middle level column Reinforcement 4, column tie-bar 5 and 3 groups of reinforced bar sleeve
Into the lower end of prefabricated underlay column or prefabricated middle level column Reinforcement 4 is inserted in reinforced bar sleeve 3, prefabricated underlay column or prefabricated
The outside of middle level column Reinforcement 4 sets column tie-bar 5.Manufacturing process is：First by prefabricated underlay column or prefabricated middle level column
The lower end insertion sleeve 3 of Reinforcement 4, then binds column tie-bar 5, completes in prefabricated underlay column/prefabricated middle level column column
Steel bar arrangement.
The upper end of column Reinforcement 4 should reserve a part, and the length of reserved part is prefabricated middle level depth of beam
The sum of with sleeve half length.
Column tie-bar 5 was in binding, and on the direction that is connected with column-wall built-in fitting (Fig. 1), the column tie-bar 5 positioned at inner side should
A part is stretched out, the length of extension is identical with the hole depth of column-wall built-in fitting (Fig. 1) side wall circular hole I 2.
Column-wall built-in fitting (Fig. 1) is inserted into the extension of column tie-bar 5, column-wall built-in fitting (Fig. 1) by circular hole I 2
Number it is true according to the shear force calculation for needing to transmit between dry wall (Figure 12) and prefabricated underlay column or prefabricated middle level column (Fig. 5)
It is fixed, and be uniformly distributed along pillar height.
Reinforcing bar (Fig. 3) outer support template in column, casting concrete, concrete pours pre- to column-wall in template planted agent
The outer surface of embedded part (Fig. 1), form removal after concrete setting, the making for completing prefabricated underlay column or prefabricated middle level column (are schemed
5)。
As Figure 6-Figure 8, prefabricated top layer column is by the reinforcing bar (Fig. 6) in column, column-wall built-in fitting (Fig. 1) and coagulation local soil type
Into column-wall built-in fitting is arranged at the reinforcing bar side in column, and the groove of column-wall built-in fitting is outside, is poured on the outside of the reinforcing bar in column mixed
Solidifying soil.Manufacturing process is：First, by the lower end insertion sleeve 3 of prefabricated top layer column Reinforcement 6, column tie-bar is then bound
5, complete the steel bar arrangement in prefabricated top layer column column.
As shown in Figure 5-Figure 8, the structure of prefabricated top layer column (Fig. 8) and manufacturing process and prefabricated underlay column or prefabricated middle level column
(Fig. 5) is identical, and only the length in reserve of 6 upper end of column Reinforcement is less than the length in reserve of 4 upper end of column Reinforcement, in advance
The length for staying part is prefabricated top layer depth of beam.
(3) as shown in figure 9, the concrete structure of beam-wall built-in fitting and manufacturing process are as follows：
Beam-wall built-in fitting (Fig. 9) is made of ribbed steel II 7, circular hole I 2, square hole 8 and circular hole II 9, ribbed steel II 7
Side forms groove with rib II 29 up and down, is provided with circular hole I 2 on ribbed steel II 7, square hole 8 is provided with upper and lower rib II 29,
The edge of upper and lower rib II 29 is provided with circular hole II 9.
(Fig. 1) identical with column-wall built-in fitting, the circular hole 2 on beam-wall built-in fitting (Fig. 9) by the way of single side drilling, its
Number and size are determined by the radical for the shear wall cross direction profiles muscle 11 being inserted into its hole；
The size of square hole 8 is determined by the size of trough girder-wall connecting key 23, it is therefore intended that realizes ribbed steel II 7 and groove
Connection between type beam-wall connecting key 23.In addition, when the purpose for setting circular hole II 9 is grouting, grouting material can pass through circular hole stream
To other positions.
The width of ribbed steel II 7 needs to cut than precast concrete Vierendeel girder and precast concrete column and precast concrete
The width of power wall is small, and small size is more than or equal to the protective layer thickness as defined in specification needed for steel plate, is in the milk and prevents to meet
The requirement of junction steel plate corrosion；
Other physical dimensions of ribbed steel II 7 connect the calculation of Bending Moment transmitted between prefabricated components according to it and determine.
(4) as shown in Figure 10-Figure 12, the concrete structure and manufacturing process of dry wall are as follows：
Dry wall is by the reinforcing bar in dry wall, column-wall built-in fitting, beam-wall built-in fitting and coagulation local soil type into column-wall is pre-buried
Part is arranged at the reinforcing bar side in dry wall, and the groove of column-wall built-in fitting is outside, and beam-wall built-in fitting is arranged in dry wall
Reinforcing bar top and bottom, the groove of beam-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in dry wall.
As shown in Figure 10, the reinforcing bar in dry wall includes shear wall longitudinal stress muscle 10, shear wall cross direction profiles muscle 11, cuts
Power wall confined boundary member stirrup 12 and shearing wall lacing wire 13, two rows of shear wall longitudinal stress muscle 10 are arranged in parallel, per row scissor power
Wall longitudinal stress muscle 10 is uniformly distributed, and is connected by the shear wall cross direction profiles muscle 11 of parallel arrangement, two rows of shear wall longitudinal stresses
The edge of muscle 10 is connected by the shear wall confined boundary member stirrup 12 of parallel arrangement, relatively parallel two rows of shear walls longitudinal direction
Connected between principal rod 10 by shearing wall lacing wire 13.Its manufacturing process is：Shear wall longitudinal stress muscle 10 is bound first and is cut
Power wall confined boundary member stirrup 12, forms confined boundary member reinforcing bar；Then remaining 10 He of shear wall longitudinal stress muscle is bound
Shear wall cross direction profiles muscle 11；Finally binding shearing wall lacing wire 13, forms the reinforcing bar in dry wall.
Shear wall longitudinal stress muscle 10, should be outside on the direction being connected with beam-wall built-in fitting (Fig. 9) in process of binding
A part is stretched out, the length of extension is identical with the hole depth of beam-wall built-in fitting (Fig. 9) side wall circular hole I 2.
Beam-wall built-in fitting (Fig. 9) is inserted into the extension of shear wall longitudinal stress muscle 10, beam-wall by circular hole I 2
The number of built-in fitting (Fig. 9) is true according to the calculation of Bending Moment for needing to transmit between dry wall (Figure 12) and prefabricated middle level beam (Figure 15)
It is fixed and laterally uniform along wall.
Shear wall cross direction profiles muscle 11, should be outside on the direction being connected with column-wall built-in fitting (Fig. 1) in process of binding
A part is stretched out, the length of extension is identical with the hole depth of column-wall built-in fitting (Fig. 9) side wall circular hole I 2.
Column-wall built-in fitting (Fig. 1) is inserted into the extension of shear wall cross direction profiles muscle 11, beam-wall by circular hole I 2
The number of built-in fitting (Fig. 1) and distribution are identical with prefabricated underlay column or prefabricated middle level column (Fig. 5).
Formwork supporting plate outside framework of steel reinforcement in dry wall, casting concrete, concrete pour pre- to column-wall in template planted agent
The outer surface of embedded part (Fig. 1) and beam-wall built-in fitting (Fig. 9).Form removal after concrete setting, completes dry wall (Figure 12)
Make.
(5) as shown in Figure 13-Figure 18, the concrete structure and manufacturing process of prefabricated middle level beam and prefabricated top layer beam are as follows：
As shown in Figure 13-Figure 15, prefabricated middle level beam is by the reinforcing bar in prefabricated middle level beam, beam-wall built-in fitting and coagulation local soil type
Into beam-wall built-in fitting is arranged at the reinforcing bar upper and lower sides in prefabricated middle level beam, and the groove of beam-wall built-in fitting is outside, prefabricated middle level beam
Casting concrete on the outside of interior reinforcing bar.
As shown in figure 13, the reinforcing bar in prefabricated middle level beam (Figure 15) includes middle level Vierendeel girder negative bending moment rib 14, middle level frame
Beam sagging moment muscle 15, middle level frame beam stirrup 16, bean column node stirrup 17 and polyvinyl chloride pipe 18, middle level Vierendeel girder negative bending moment rib
14 and middle level Vierendeel girder sagging moment muscle be oppositely arranged about 15, middle level Vierendeel girder negative bending moment rib 14 and middle level Vierendeel girder sagging moment muscle
15 outsides are connected by the middle level frame beam stirrup 16 of parallel arrangement, and middle level Vierendeel girder negative bending moment rib 14 and middle level Vierendeel girder are just curved
The both sides of edges of square muscle 15 is oppositely arranged polyvinyl chloride pipe 18, by bean column node hoop between the polyvinyl chloride pipe 18 being oppositely arranged
Muscle 17 connects.Its manufacturing process is：First by middle level Vierendeel girder negative bending moment rib 14 and middle level Vierendeel girder sagging moment muscle 15 bind in
Middle level frame beam stirrup 16；Then using bean column node stirrup 17 bind polyvinyl chloride pipe 18, the center of polyvinyl chloride pipe 18 with
The center of prefabricated underlay column or prefabricated middle level column Reinforcement 4 is same, and the diameter of polyvinyl chloride pipe 18 is more than column longitudinal direction
4 diameter 1-2cm of steel bar stress；Finally bean column node stirrup 17 and polyvinyl chloride pipe 18 are bound in middle level Vierendeel girder negative bending moment rib
14 and middle level Vierendeel girder sagging moment muscle 15.
Middle level frame beam stirrup 16 is in process of binding, and lower section should distinguish a protruding part upwards on it, stretches out
Partial length is identical with the hole depth of beam-wall built-in fitting (Fig. 9) side wall circular hole I 2.
Beam-wall built-in fitting (Fig. 9) is inserted respectively into the extension up and down of middle level frame beam stirrup 16 by circular hole I 2,
The number of beam-wall built-in fitting (Fig. 9) is identical with dry wall end face.
Formwork supporting plate outside framework of steel reinforcement in prefabricated middle level beam, casting concrete, concrete template planted agent pour to beam-
The outer surface of wall built-in fitting (Fig. 7).Form removal after concrete setting, completes the making of prefabricated middle level beam (Figure 15).
As exemplified in figs, prefabricated top layer beam is by the reinforcing bar in prefabricated top layer beam, beam-wall built-in fitting and coagulation local soil type
Into beam-wall built-in fitting is arranged on the downside of the reinforcing bar in prefabricated top layer beam, and the groove of beam-wall built-in fitting is outside, in prefabricated top layer beam
Reinforcing bar on the outside of casting concrete.The manufacturing process of prefabricated top layer beam is identical with prefabricated middle level beam, the difference is that only prefabricated
The upside of top layer beam does not have to place beam-wall built-in fitting (Fig. 7), its internal 21 need of top layer frame beam stirrup extends downwardly one
Point.
As shown in figure 16, the reinforcing bar in prefabricated top layer beam is set a roof beam in place just curved including top layer frame negative moment of girder muscle 19, top-level boxes
Square muscle 20, top layer frame beam stirrup 21, bean column node stirrup 17 and polyvinyl chloride pipe 18, top layer frame negative moment of girder muscle 19 and top
Layer Vierendeel girder sagging moment muscle is oppositely arranged about 20, and top layer frame negative moment of girder muscle 19 and top-level boxes are set a roof beam in place on the outside of sagging moment muscle 20
Connected by the top layer frame beam stirrup 21 of parallel arrangement, top layer frame negative moment of girder muscle 19 and top-level boxes are set a roof beam in place sagging moment muscle 20
Both sides of edges be oppositely arranged polyvinyl chloride pipe 18, connected between the polyvinyl chloride pipe 18 being oppositely arranged by bean column node stirrup 17
Connect.Its manufacturing process is：Top layer frame negative moment of girder muscle 19 and top-level boxes sagging moment muscle 20 of setting a roof beam in place are bound in top-level boxes first
Set a roof beam in place stirrup 21；Then polyvinyl chloride pipe 18, the center of polyvinyl chloride pipe 18 and prefabricated bottom are bound using bean column node stirrup 17
The center of layer column or prefabricated middle level column Reinforcement 4 is same, and the diameter of polyvinyl chloride pipe 18 is more than column longitudinal stress steel
4 diameter 1-2cm of muscle；Finally bean column node stirrup 17 and polyvinyl chloride pipe 18 are bound in top layer frame negative moment of girder muscle 19 and top
Layer Vierendeel girder sagging moment muscle 20.
(6) as shown in Figure 19-Figure 20, the concrete structure and making of I-shaped column-wall connecting key and trough girder-wall connecting key
Process is as follows：
The size of I-shaped column-wall connecting key 22 is determined by the size of column-wall built-in fitting (Fig. 1)；
The size of the key foot of trough girder-wall connecting key 23 is identical with the size of beam-wall built-in fitting (Fig. 7) upper aperture 8；Groove profile
The side of beam-wall connecting key 23 sets circular hole III 24, and when the purpose for setting circular hole III 24 is grouting, grouting material can pass through circular hole
Flow to other positions.
The prefabricated completion in factory of above-mentioned prefabricated components, then transports to construction site and assembles, and specific hoisting process is as follows：
(1) assembling of prefabricated underlay column (Fig. 5) and the cast in situ concrete foundation beam (Figure 21) with beam-wall built-in fitting (Fig. 7)
Process, is shown in Figure 21-Figure 23.
As shown in figure 21, the cast in situ concrete foundation beam with beam-wall built-in fitting (Fig. 7), its production method with it is common cast-in-place
Foundation beam is identical, and only side sets beam-wall built-in fitting (Fig. 7) on it, and top 25 based on beam-ends, 25 set base at the top of basis
Reinforcing bar 26 is stretched out at the top of plinth.
As shown in figure 22, during lifting, prefabricated underlay column (Fig. 5) is lifted on 25 at the top of basis, and ensures to stretch at the top of basis
Go out reinforcing bar 26 to be inserted into the reinforced bar sleeve 3 of prefabricated underlay column (Fig. 5) bottom, be then in the milk in sleeve, complete prefabricated bottom
The assembling of layer column (Fig. 5) and the cast in situ concrete foundation beam (Figure 21) with beam-wall built-in fitting, is shown in Figure 23.
(2) lifting of dry wall (Figure 12), is shown in Figure 24-Figure 25.
As shown in figure 24, dry wall (Figure 12) is lifted to the top of foundation beam (Figure 21), ensures that beam-wall on the downside of it is pre-
Embedded part (Fig. 7), the beam-wall built-in fitting (Fig. 7) of column-wall built-in fitting (Fig. 1) of the left and right sides on the upside of foundation beam (Figure 21)
It is in close contact with the column in prefabricated underlay column closure-wall built-in fitting (Fig. 1).Then by trough girder-wall connecting key 23 along
Square hole 8 on beam-wall built-in fitting (Fig. 7) is inserted into, then I-shaped column-wall connecting key 22 is fixed between column-wall built-in fitting (Fig. 1)
Gap in, complete dry wall (Figure 12) assembling, see Figure 25.
(3) lifting of prefabricated middle level beam (Figure 15), is shown in Figure 26-Figure 28.
Prefabricated middle level beam (Figure 15) is lifted on to the top (Figure 26) of prefabricated underlay column (Fig. 5), and ensures prefabricated underlay column
Reinforcement 4 corresponds to the polyvinyl chloride pipe 18 in prefabricated middle level beam core node region, is noted into polyvinyl chloride pipe 18
Enter grouting material, see Figure 27；Finally pacify between the beam of prefabricated middle level beam (Figure 15) and dry wall (Figure 12)-wall built-in fitting (Fig. 7)
Trough girder-wall connecting key 23 is filled, the lifting of prefabricated middle level beam (Figure 15) is completed, sees Figure 28.
(4) repeat the above process, completing other layers includes the lifting of top layer prefabricated components, sees Figure 29.
(5) each layer there are the junction of column-wall built-in fitting (Fig. 1) and beam-wall built-in fitting (Fig. 7) support bar template,
And by glass cement or other materials, ensure that bar template is closely connected with precast concrete beam, column, shear wall.Then in bar
Perfusion grouting material 27 in shape template, until grouting material is full of bar template inner prop-wall built-in fitting (Fig. 1), beam-wall built-in fitting (figure
7) and I-shaped column-wall connecting key 22 and trough girder-wall connecting key 23 of connection fixed thereto gap.Treat that grouting material solidifies
Afterwards, bar template is removed, the connection of precast beam, column and shear wall is completed, sees Figure 30.
The result shows that the utility model assembly connection structure and method, has the clear and definite reliable, assembly of Path of Force Transfer simply,
The advantages that construction quality is easily guaranteed that, particularly can be achieved at the same time the transmission of moment of flexure and shearing between each prefabricated components.
Claims (8)
1. a kind of assembled frame-shear structure curved scissors type combines keyway connection structure, it is characterised in that the structure includes：Prefabricated underlay
Column or prefabricated middle level column, prefabricated top layer column, dry wall, prefabricated middle level beam, prefabricated top layer beam and cast in situ concrete foundation beam and
For I-shaped column-wall connecting key and trough girder-the wall connecting key connected between above-mentioned component, the both ends of cast in situ concrete foundation beam
It is connected by the basis top stretching reinforcing bar at the top of basis with prefabricated underlay column, the top of prefabricated underlay column passes through prefabricated underlay
Column Reinforcement is connected with prefabricated middle level beam, between cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam
Dry wall is set, passes through column-wall built-in fitting between dry wall and cast in situ concrete foundation beam, prefabricated underlay column and prefabricated middle level beam
It is connected with beam-wall built-in fitting；The both ends of prefabricated middle level beam pass through prefabricated underlay column Reinforcement and prefabricated middle level column
Connection, the top of prefabricated middle level column is connected by prefabricated top layer column Reinforcement with prefabricated top layer beam, prefabricated middle level beam,
Dry wall, dry wall and prefabricated middle level beam, prefabricated middle level column and prefabricated top layer are set between prefabricated middle level column and prefabricated top layer beam
It is connected between beam by column-wall built-in fitting and beam-wall built-in fitting；Trough girder-wall connecting key is along on beam-wall built-in fitting
Square hole is inserted into, and I-shaped column-wall connecting key is fixed in the gap between column-wall built-in fitting.
2. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that column-
Wall built-in fitting is made of ribbed steel and circular hole I, and the side of ribbed steel forms groove with rib I up and down, on ribbed steel
It is provided with circular hole I.
3. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that prefabricated
Bottom column or prefabricated middle level column, by the reinforcing bar in column, column-wall built-in fitting and coagulation local soil type into column-wall built-in fitting is arranged in column
Reinforcing bar side, the groove of column-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in column；Reinforcing bar in column is by prefabricated bottom
Layer column or prefabricated middle level column Reinforcement, column tie-bar and reinforced bar sleeve composition, prefabricated underlay column or prefabricated middle level column longitudinal direction
The lower end of steel bar stress is inserted in the outside setting tie of reinforced bar sleeve, prefabricated underlay column or prefabricated middle level column Reinforcement
Muscle.
4. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that prefabricated
Top layer column by the reinforcing bar in column, column-wall built-in fitting and coagulation local soil type into, column-wall built-in fitting is arranged at the reinforcing bar side in column,
The groove of column-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in column；Reinforcing bar in column is by prefabricated top layer column longitudinal stress
Reinforcing bar, column tie-bar and reinforced bar sleeve composition, the lower end of prefabricated top layer column Reinforcement is inserted in reinforced bar sleeve, prefabricated top layer
The outside of column Reinforcement sets column tie-bar.
5. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that beam-
Wall built-in fitting is made of ribbed steel II, circular hole I, square hole and circular hole II, and the side of ribbed steel II carries II shape of rib up and down
Into groove, circular hole I is provided with ribbed steel II, square hole is provided with upper and lower rib II, the edge of upper and lower rib II is provided with circular hole II.
6. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that prefabricated
Wall is by the reinforcing bar in dry wall, column-wall built-in fitting, beam-wall built-in fitting and coagulation local soil type into column-wall built-in fitting is arranged at prefabricated
Reinforcing bar side within the walls, the groove of column-wall built-in fitting is outside, and beam-wall built-in fitting is arranged at the reinforcing bar top and bottom in dry wall,
The groove of beam-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in dry wall；Reinforcing bar in dry wall is indulged including shear wall
To principal rod, shear wall cross direction profiles muscle, shear wall confined boundary member stirrup and shearing wall lacing wire, two rows of shear walls longitudinal direction by
Power muscle is arranged in parallel, and often arranges shear wall longitudinal stress muscle and is evenly distributed with, and is connected by the shear wall cross direction profiles muscle of parallel arrangement, two
The edge for arranging shear wall longitudinal stress muscle is connected by the shear wall confined boundary member stirrup of parallel arrangement, and relatively parallel two
Connected between row's shear wall longitudinal stress muscle by shearing wall lacing wire.
7. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that prefabricated
Middle level beam is by the reinforcing bar in prefabricated middle level beam, beam-wall built-in fitting and coagulation local soil type into beam-wall built-in fitting is arranged at prefabricated middle level
Reinforcing bar upper and lower sides in beam, the groove of beam-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in prefabricated middle level beam；It is prefabricated
Reinforcing bar in the beam of middle level includes middle level Vierendeel girder negative bending moment rib, middle level Vierendeel girder sagging moment muscle, frame beam stirrup, bean column node hoop
Muscle and polyvinyl chloride pipe, middle level Vierendeel girder negative bending moment rib and middle level Vierendeel girder sagging moment muscle are oppositely arranged up and down, middle level Vierendeel girder
Negative bending moment rib is connected with the outside of the Vierendeel girder sagging moment muscle of middle level by the frame beam stirrup of parallel arrangement, middle level frame negative moment of girder
The both sides of edges of muscle and middle level Vierendeel girder sagging moment muscle is oppositely arranged polyvinyl chloride pipe, leads between the polyvinyl chloride pipe being oppositely arranged
Cross the connection of bean column node stirrup.
8. assembled frame-shear structure curved scissors type described in accordance with the claim 1 combines keyway connection structure, it is characterised in that prefabricated
Top layer beam is by the reinforcing bar in prefabricated top layer beam, beam-wall built-in fitting and coagulation local soil type into beam-wall built-in fitting is arranged at prefabricated top layer
On the downside of reinforcing bar in beam, the groove of beam-wall built-in fitting is outside, casting concrete on the outside of the reinforcing bar in prefabricated top layer beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282484.9U CN207260378U (en) | 2017-09-30 | 2017-09-30 | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282484.9U CN207260378U (en) | 2017-09-30 | 2017-09-30 | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260378U true CN207260378U (en) | 2018-04-20 |
Family
ID=61916147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721282484.9U Expired - Fee Related CN207260378U (en) | 2017-09-30 | 2017-09-30 | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260378U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542185A (en) * | 2017-09-30 | 2018-01-05 | 沈阳建筑大学 | Assemble frame-shear structure curved scissors type combination keyway attachment structure and assembly method |
| CN109281422A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | Prefabricated concrete structure wall-column all steel key connection structure and assembling method |
| CN110094010A (en) * | 2019-05-30 | 2019-08-06 | 湖南工学院 | A kind of mixing wallboard of assembled architecture plate and preparation method thereof |
-
2017
- 2017-09-30 CN CN201721282484.9U patent/CN207260378U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542185A (en) * | 2017-09-30 | 2018-01-05 | 沈阳建筑大学 | Assemble frame-shear structure curved scissors type combination keyway attachment structure and assembly method |
| CN107542185B (en) * | 2017-09-30 | 2023-12-01 | 新疆玉龙河建设工程有限公司 | Bending shear type combined key slot connecting structure of assembly frame shear structure and assembly method |
| CN109281422A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | Prefabricated concrete structure wall-column all steel key connection structure and assembling method |
| CN110094010A (en) * | 2019-05-30 | 2019-08-06 | 湖南工学院 | A kind of mixing wallboard of assembled architecture plate and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895092B (en) | The method that a kind of interim lattice column of inner support is used as permanent structure post | |
| KR100951097B1 (en) | Slab and subgrade external wall structure and method for constructing underground slab and subgrade external wall, bracket | |
| CN207660136U (en) | A kind of assembly concrete frame-shear wall keyway connection structure | |
| CN104847014A (en) | Vertical connection structure for precast concrete shear walls and construction method | |
| CN105155724B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN108086488A (en) | Assembled frame-shear structure wall splitlevel connection structure and assembling method | |
| CN105926771B (en) | A kind of the interior joint connection structure and its construction method of prefabricated integral frame column beam | |
| CN107642179A (en) | Assembled frame-shear structure steel plate keyway attachment structure and assembling method | |
| CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
| CN207260378U (en) | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure | |
| CN113481931A (en) | Modular assembly type high-pile wharf structure and construction method thereof | |
| CN105714635A (en) | Concrete drainage road surface and construction and repairing method thereof | |
| CN107254933A (en) | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method | |
| CN206337655U (en) | A kind of assembly concrete wallboard and its soft rope anchor ring attachment structure of reinforcement | |
| CN107489296A (en) | The energy-dissipating and shock-absorbing attachment structure and assembly method of assembly concrete coupling beam | |
| CN109972519A (en) | The construction method of precast hollow pier mounting structure | |
| CN207660132U (en) | A kind of wallboard connecting structure of shear wall overhanging steel arm insertion floor end | |
| CN114215090B (en) | Construction method of raft and pile pressing in closed space | |
| CN209227836U (en) | Prefabricated concrete structure wall-column all steel is keyed structure | |
| CN108104310A (en) | Assembled frame-shear structure column splitlevel connection structure and assembling method | |
| CN109881776A (en) | A kind of assembling prefabricated reinforced concrete tubular column structure and construction method | |
| CN207525906U (en) | A kind of assembled frame-shear structure wall splitlevel connection structure | |
| CN207525938U (en) | A kind of assembled frame-shear structure column splitlevel connection structure | |
| CN106592818A (en) | Prefabricated shear wall and making method thereof | |
| CN105464128B (en) | Prestress anchorage cable assembled pile plate wall protection construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180420 Termination date: 20180930 |