CN208486364U - Frame structure system - Google Patents
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- CN208486364U CN208486364U CN201821075943.0U CN201821075943U CN208486364U CN 208486364 U CN208486364 U CN 208486364U CN 201821075943 U CN201821075943 U CN 201821075943U CN 208486364 U CN208486364 U CN 208486364U
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Abstract
The utility model relates to assembled architecture technical field, in particular to a kind of frame structure system.The frame structure system includes: construct concrete, the first cylinder, the two vertical muscle of the first girder, multiple first beams, multiple beam columns overlap joint reinforcing bar, the vertical muscle of multiple columns, basis and the multiple rebar connectors being horizontally spaced about；Two the first girders include precast beam shell；Precast beam shell includes the beam shell and beam steel cage that section is in U-shape；Concreting construct in the precast beam shell of the first girder, prefabricated post shell and basic longitudinal reinforcement, the first girder and prefabricated post shell and prefabricated post shell are fixed with basis.Construction personnel on construction ground into prefabricated post shell and precast beam shell casting concrete precast beam shell and prefabricated post shell integral type to be fixed, column shell and beam shell parts had not only participated in stress but also can serve as template, greatly reduce live branch modulus, structural elements uses mechanical-moulded welded reinforcement cage, and component production precision is high, high-efficient, industrialization degree is high.
Description
Technical field
The utility model relates to assembled architecture technical field, in particular to a kind of assembling frame structural system.
Background technique
At this stage, a large amount of building is still based on cast-in-place in China.This form of construction work will not only employ a large amount of labours,
And it is at high cost, long in time limit, field management is more chaotic, prefabricated rate, assembly rate and industrialization degree are lower, advocates from country
Greatly develop green building and preferentially also there is a big difference using industrialized construction way.With sustainable development and energy-saving ring
The continuous promotion of guaranteed request, labor cost continue to increase, and obtain by the building industrialization of representative of assembly concrete building
More and more attention, application prospect are very wide.On September 27th, 2016, to carry out " State Council of the Central Committee of the Communist Party of China
About several opinions for further strengthening urban planning and development control work " and Report on the Work of the Government deployment, State Council's office
It issues about the instruction for greatly developing assembled architecture in the Room: greatly developing assembly concrete building, assembly is continuously improved
The ratio of formula building in newly constructed buildings, strives the time with 10 years or so, assembled architecture is made to account for the ratio of new building area
Example reaches 30%.
There are many problems for assembled frame structure in industry at present: component quality is big, to component production, transport, lifting
It poses a big pressure；Live branch modulus is larger；Column border node is connected using grout sleeve, high to component required precision, constructional difficulties,
And grouting quality is difficult to examine；Globality is poor etc. at beam-column connection.Market need a kind of overall performance be equal to it is cast-in-place
Structure, safe and reliable, high-efficient simple novel fabricated frame structure system.
Utility model content
The purpose of this utility model is to provide a kind of frame structure systems, are connect with solving column in the prior art with beam
Complex steps, the technical problem that branch modulus is big, overall performance is poor, operating efficiency is low.
The utility model provides a kind of frame structure system, which includes: construction concrete, the first column
Body, two the first girder, multiple first beams being horizontally spaced about indulge muscle, multiple beam columns overlap joint reinforcing bar, multiple columns and indulge muscle, basis
With multiple rebar connectors；
Two first girders include precast beam shell；The precast beam shell includes the beam shell and joist steel that section is in U shape
Muscle cage；The beam shell is by concrete prefabricated formation；The beam steel cage is fixed on the inside of the beam shell, and the beam steel
The open end of the U-shaped is stretched out in one end of cage；
First cylinder includes prefabricated post shell；The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；
The column shell is by concrete prefabricated formation；The column steel reinforcement cage is fixed in the column shell, and the upper end of the column steel reinforcement cage is stretched out
The column shell；The column is indulged muscle and is threaded through in the column steel reinforcement cage vertically, and the column indulges the lower end stretching column shell of muscle；
Multiple basic longitudinal reinforcements are fixed on the basis of described, and the basis is stretched out in the upper end of the basic longitudinal reinforcement
Upper surface；The lower end that the column indulges muscle is fixed by the upper end of the rebar connector and the basic longitudinal reinforcement；
Each first beam is indulged muscle and is threaded through in the upper end and two beam steel cages of the column steel reinforcement cage, and passes through
Wear the beam steel cage；
The beam column overlap joint reinforcing bar is threaded through the upper end of the column steel reinforcement cage, and both ends are overlapped on two beams respectively
In steel reinforcement cage；
The construction concreting is longitudinal on the precast beam shell of first girder, the prefabricated post shell and the basis
It is in reinforcing bar, first girder and the prefabricated post shell and the prefabricated post shell and the basis is fixed.
It further, further include that multiple second beams indulge muscle and the second master with the first girder parallel interval setting
Beam；Second girder includes the precast beam shell；
It includes that the second upper beam indulges muscle and the vertical muscle of the second lower beam that multiple second beams, which indulge muscle,；Second upper beam indulges muscle position
In the top of the precast beam shell；Second lower beam indulges the bottom that muscle is located at the precast beam shell；
Second beam is indulged muscle and is located in the beam steel cage of first girder and second girder；Construction concrete pours
Build the interval and first girder and described between first girder and the precast beam shell of second girder
In the beam shell of two girders and on beam steel cage, two first girders and second girder are fixed.
It further, further include multiple beam overlap joint muscle；
The beam overlap joint muscle is arranged between first girder and the precast beam shell of second girder, and the beam
The both ends of overlap joint muscle are overlapped on respectively on the beam steel cage of first girder and second girder.
It further, further include secondary beam；One end of the secondary beam is vertical with the middle part of first girder to be connect；Described time
Beam includes that the precast beam shell and multiple third beams indulge muscle；The third beam indulges the beam steel cage that the secondary beam is arranged in muscle
It is interior, also, one end of the vertical muscle of third beam of the secondary beam is inserted into the beam shell of first girder；
Concreting construct in first girder and the secondary beam, first girder is consolidated with the secondary beam
It is fixed.
Further, the top of the beam shell of first girder at position corresponding with the secondary beam, is provided with gap；
The area of the gap is greater than the area of section of the secondary beam；One end that the third beam of the secondary beam indulges muscle is inserted by the gap
To the beam shell of first girder.
Further, the beam shell of first girder includes the sub- shell of two parallel intervals setting；One end of the secondary beam
Positioned at the interval of two sub- shells；One end that the third beam of the secondary beam indulges muscle is inserted into described first by the interval
In the beam shell of girder.
Further, it includes that third upper beam indulges muscle and the vertical muscle of third lower beam that multiple third beams, which indulge muscle,；In third
Portion's beam indulges the top that muscle is located at the precast beam shell of the secondary beam, and third upper beam indulges one that muscle is located in first girder
The end at end is bent downward；Third lower beam indulges the bottom that muscle is located at the precast beam shell of the secondary beam；
The bottom of the side wall of first girder is provided with jack；It is inserted by described one end that the third lower beam indulges muscle
Hole is inserted into the beam shell of first girder.
It further, further include the second cylinder and column connector；
Second cylinder includes the column shell；Second cylinder is located at the top of first cylinder, and the column connects
Fitting will be fixedly connected at the top of the bottom of the column steel reinforcement cage of the second cylinder and the column steel reinforcement cage of the first cylinder, and construction concrete pours
It builds in the prefabricated post shell of first cylinder and second cylinder, first cylinder and second cylinder is consolidated
It is fixed.
Further, there is interval between first cylinder and the column shell of second cylinder；Second cylinder
The column shell of second cylinder is stretched out in the bottom of column steel reinforcement cage；The top of the column steel reinforcement cage of first cylinder stretches out described first
The column shell of cylinder；The construction concreting first cylinder and second cylinder prefabricated post shell and it is described between
Every interior, first cylinder and second cylinder are fixed.
Further, the rebar connector is fixes sleeve；The upper end cap of the fixes sleeve indulges muscle in the column
Lower end, the lower end cap of the fixes sleeve is in the upper end of the basic longitudinal reinforcement.
In the utility model, beam shell and column shell are in factory by concrete prefabricated formation.User is by precast beam shell and in advance
Column shell processed is transported to construction site, and the first beam is indulged muscle and is through in column steel reinforcement cage and two beam steel cages, and beam column is overlapped
Bar splicing is in column steel reinforcement cage and beam steel cage, in junction formwork, the casting concrete into prefabricated post shell and precast beam shell
Prefabricated post shell and precast beam shell to be fixed.The setting of overlap joint reinforcing bar enhances the connection of precast beam shell and prefabricated post shell junction
Intensity.Column is indulged into the lower end of muscle by rebar connector and the upper end of basic longitudinal reinforcement is fixed, the branch at basic longitudinal reinforcement
Mould, the pouring construction concrete into prefabricated post shell and template, prefabricated post shell and basis are fixed on construction ground.
In the utility model, construction personnel on construction ground into prefabricated post shell and precast beam shell casting concrete with will be pre-
Beam shell processed and prefabricated post shell integral type are fixed, and column shell and beam shell parts had not only participated in stress but also can serve as template, are greatly reduced
Live branch modulus, structural elements use mechanical-moulded welded reinforcement cage, and component production precision is high, high-efficient, industrialization degree is high；
Component alleviates the weight of prefabricated components in the form of formwork；Integrality performance of the structure is equal to cast-in-place structural, has safety can
It leans on, simplifies construction, save consumptive material, reduce the features such as fugitive dust and building waste.Component alleviates prefabricated structure in the form of formwork
The weight of part.Integrality performance of the structure is equal to cast-in-place structural, have it is safe and reliable, simplify construction, save consumptive material, reduce fugitive dust and
The features such as building waste, has the stronger market competitiveness.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.?
In attached drawing:
Fig. 1 is the structural schematic diagram according to the precast beam shell of the utility model embodiment；
Fig. 2 is the structural schematic diagram of precast beam shell central sill steel reinforcement cage shown in FIG. 1；
Fig. 3 is the structural schematic diagram of beam steel cage central sill mesh sheet shown in Fig. 2；
Fig. 4 is another structural schematic diagram of precast beam shell central sill steel reinforcement cage shown in FIG. 1；
Fig. 5 is the structural schematic diagram according to the prefabricated post shell of the utility model embodiment；
Fig. 6 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 5；
Fig. 7 is the structural schematic diagram of column steel reinforcement cage center pillar mesh sheet shown in fig. 6；
Fig. 8 is another structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 6；
Fig. 9 is the structural schematic diagram according to the prefabricated post shell of another embodiment of the utility model；
Figure 10 is structural schematic diagram when being connect according to first girder of the utility model embodiment with the first cylinder；
Figure 11 is structural schematic diagram when being connect according to first cylinder of the utility model embodiment with basis；
Figure 12 is structural schematic diagram when being connect according to first girder of the utility model embodiment with the second girder；
Figure 13 is structural schematic diagram when being connect according to the first girder of the utility model first embodiment with secondary beam；
Figure 14 is A-A cross-sectional view when being connect according to the first girder of the utility model first embodiment with secondary beam；
Figure 15 is structural schematic diagram when being connect according to the first girder of the utility model second embodiment with secondary beam；
Figure 16 is A-A cross-sectional view when being connect according to the first girder of the utility model second embodiment with secondary beam；
Figure 17 is structural schematic diagram when being connect according to the first girder of the utility model 3rd embodiment with secondary beam；
Figure 18 is A-A cross-sectional view when being connect according to the first girder of the utility model 3rd embodiment with secondary beam；
Figure 19 is structural schematic diagram when being connect according to the first girder of the utility model fourth embodiment with secondary beam；
Figure 20 is A-A cross-sectional view when being connect according to the first girder of the utility model fourth embodiment with secondary beam；
Figure 21 is structural schematic diagram when being connect according to the first girder of the 5th embodiment of the utility model with secondary beam；
Figure 22 is A-A cross-sectional view when being connect according to the first girder of the 5th embodiment of the utility model with secondary beam；
Figure 23 is structural schematic diagram when being connect according to the first girder of the utility model sixth embodiment with secondary beam；
Figure 24 is A-A cross-sectional view when being connect according to the first girder of the utility model sixth embodiment with secondary beam；
Figure 25 is structural schematic diagram when the first cylinder according to the present utility model is connect with the second cylinder.
In figure:
1- beam shell；2- beam steel cage；The first beam of 3- indulges muscle；
4- beam column overlaps reinforcing bar；5- column shell；6- column steel reinforcement cage；
The first girder of 7-；The first cylinder of 8-；9- column indulges muscle；
10- rebar connector；The basis 11- longitudinal reinforcement；12- postposition column tie-bar mesh sheet；
The basis 13-；The second girder of 14-；The second beam of 15- indulges muscle；
16- beam overlaps muscle；17- construction concrete；18- third beam indulges muscle；
19- secondary beam；20- gap；21- beam fixing muscle；
22- weir piece；The interval 23-；24- jack；
25- column connector；The second cylinder of 26-；The first lower beam of 31- indulges muscle；
The first upper beam of 32- indulges muscle；221- beam framework；222- beam dowel；
61- column longitudinal reinforcement；62- column mesh sheet；621- column framework；
71- shell；622- column dowel；The second lower beam of 151- indulges muscle；
The second upper beam of 152- indulges muscle；181- third lower beam indulges muscle；182- third upper beam indulges muscle.
Specific embodiment
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Fig. 1 is the structural schematic diagram according to the precast beam shell of the utility model embodiment；Fig. 2 is precast beam shown in FIG. 1
The structural schematic diagram of shell central sill steel reinforcement cage；Fig. 3 is the structural schematic diagram of beam steel cage central sill mesh sheet shown in Fig. 2；Fig. 4 is Fig. 1
Shown in precast beam shell central sill steel reinforcement cage another structural schematic diagram；Fig. 5 is the prefabricated post shell according to the utility model embodiment
Structural schematic diagram；Fig. 6 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 5；Fig. 7 is column steel shown in fig. 6
The structural schematic diagram of muscle cage center pillar mesh sheet；Fig. 8 is another structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 6；Fig. 9
It is the structural schematic diagram according to the prefabricated post shell of another embodiment of the utility model；Figure 10 is according to the utility model embodiment
Structural schematic diagram when first girder is connect with the first cylinder；Figure 11 is the first cylinder and base according to the utility model embodiment
Structural schematic diagram when plinth connects；As shown in Figure 1 to 11, frame structure system provided by the utility model includes: that construction is mixed
Solidifying native, the first cylinder 8, two horizontal spacing settings the first girder 7, multiple first beams indulge muscle 3, multiple beam columns overlap reinforcing bar 4,
Multiple columns indulge muscle 9, basis 13 and multiple rebar connectors 10；
Two the first girders 7 include precast beam shell；Precast beam shell includes the beam shell 1 and beam steel cage 2 that section is in U-shape；
Beam shell 1 is by concrete prefabricated formation；Beam steel cage 2 is fixed on the inside of beam shell 1, and U-shaped is stretched out in one end of beam steel cage 2
Open end；First cylinder 8 includes prefabricated post shell；Prefabricated post shell includes the column shell 5 and column steel reinforcement cage 6 of inner hollow；Column shell 5
By concrete prefabricated formation；Column steel reinforcement cage 6 is fixed in column shell 5, and column shell 5 is stretched out in the upper end of column steel reinforcement cage 6；It is vertical that column indulges muscle 9
It is threaded through in column steel reinforcement cage 6, and column indulges the lower end stretching column shell 5 of muscle 9；
Multiple basic longitudinal reinforcements 11 are fixed on basis 13, and table on basis 13 is stretched out in the upper end of basic longitudinal reinforcement 11
Face；The lower end that column indulges muscle 9 is fixed by rebar connector 10 and the upper end of basic longitudinal reinforcement 11；Each first beam is indulged muscle 3 and is worn
It is located in the upper end and two beam steel cages 2 of column steel reinforcement cage 6, and runs through beam steel cage 2；Beam column overlap joint reinforcing bar 4 is threaded through column
The upper end of steel reinforcement cage 6, and both ends are overlapped on respectively in two beam steel cages 2；Concreting construct in the pre- of the first girder 7
In beam shell processed, prefabricated post shell and basic longitudinal reinforcement 11, by the first girder 7 and prefabricated post shell and prefabricated post shell and basis
13 is fixed.
In the present embodiment, beam shell 1 and column shell 5 are in factory by concrete prefabricated formation.User is by precast beam shell and in advance
Column shell processed is transported to construction site, and the first beam is indulged muscle 3 and is through in column steel reinforcement cage 6 and two beam steel cages 2, and beam column is taken
It connects reinforcing bar 4 to be overlapped in column steel reinforcement cage 6 and beam steel cage 2, in junction formwork, be poured into prefabricated post shell and precast beam shell
Concrete is to fix prefabricated post shell and precast beam shell.The setting of beam column overlap joint reinforcing bar 4 enhances precast beam shell and prefabricated post shell
The bonding strength of junction.Column is indulged into the lower end of muscle 9 by rebar connector 10 and the upper end of basic longitudinal reinforcement 11 is fixed,
The formwork at basic longitudinal reinforcement 11, the pouring construction concrete into prefabricated post shell and template on construction ground, by prefabricated post
Shell and basis 13 are fixed.
In the present embodiment, construction personnel on construction ground into prefabricated post shell and precast beam shell casting concrete with will be prefabricated
Beam shell and prefabricated post shell integral type are fixed, and column shell is connect after-pouring with basis by rebar connector 10 and is fixed, column shell
5 and 1 part of beam shell not only participated in stress but also template can be served as, greatly reduce live branch modulus, improve efficiency, component uses
The form of formwork alleviates the weight of prefabricated components.Integrality performance of the structure is equal to cast-in-place structural, and there is safe and reliable, simplification to apply
Work saves consumptive material, reduces the features such as fugitive dust and building waste, has the stronger market competitiveness.
On the basis of the above embodiments, further, beam steel cage 2 includes beam fixing muscle 21 and multiple weir pieces 22；
Multiple weir pieces 22 are successively spaced setting along the length direction of beam shell 1；Beam fixing muscle 21 is fixedly connected with multiple weir pieces 22.
In the present embodiment, beam steel cage 2 includes beam fixing muscle 21 and multiple weir pieces 22, and beam fixing muscle 21 is by multiple weirs
Piece 22 is fixed, and structure is simple, easy to process, and the setting of weir piece 22 can be poured convenient for placing the vertical muscle 3 of the first beam.
On the basis of the above embodiments, further, beam fixing muscle 21 is multiple；Multiple beam fixing muscles 21 are set in parallel
It sets, and each beam fixing muscle 21 is fixedly connected with multiple weir pieces 22.
In the present embodiment, beam fixing muscle 21 is set as multiple, improves the fixed effect of multiple weir pieces 22.Multiple beams
Fixing muscle 21 is arranged in parallel, compound with regular structure, improves integral strength.
On the basis of the above embodiments, further, weir piece 22 includes rectangular beam framework 221 and multiple is fixed on
Beam dowel 222 in beam framework 221；Multiple reinforcing bars are arranged along the short transverse parallel interval of U-shaped.
In the present embodiment, multiple beam dowels 222 are fixed in rectangular beam frame, and beam frame and beam shell 1 are fixed, rectangular beam
Frame is convenient for fixed with beam shell 1.
On the basis of the above embodiments, further, the company of beam fixing muscle 21 and beam framework 221 and beam dowel 222
Contact is fixedly connected.
In the present embodiment, beam fixing muscle 21 is connected at the binding site of weir piece 22 and beam dowel 222, improves the two knot
Bonding strength at chalaza, while also improving the integral strength of steel reinforcement cage.
On the basis of the above embodiments, further, beam steel cage 2 is formed by multiple reinforcement weldings.
In the present embodiment, beam steel cage 2 is formed using mechanical welding, more high-quality than traditional closed stirrup, precision is high, efficiency
High, industrialization degree height.
On the basis of the above embodiments, further, it includes that the first upper beam indulges muscle 32 and that multiple first beams, which indulge muscle 3,
One lower beam indulges muscle 31；First upper beam indulges the top that muscle 32 is located at the precast beam shell of the first girder；First lower beam indulges muscle 31
Positioned at the bottom of the precast beam shell of the first girder.
In the present embodiment, the first beam, which indulges arrangement as muscle 3, can be improved the bonding strength of Liang Yuzhu.
On the basis of the above embodiments, further, beam steel cage 2 is fixed on the inside of the side wall of beam shell 1.
In the present embodiment, beam steel cage 2 is fixed on the inside of 1 wall of beam shell, can be straight in beam 1 prefabricated casting concrete of shell
It connects and pours inside it, it is fixed, convenient for construction.
On the basis of the above embodiments, further, the lapping ends for overlapping reinforcing bar 4 are connect in beam framework 221 with beam
The junction of muscle 222.
In the present embodiment, such setting can enhance the bonding strength of overlap joint reinforcing bar 4 and beam shell 1, so that beam and column
It is fixed more firm.
On the basis of the above embodiments, further, column steel reinforcement cage 6 is formed by multiple reinforcement weldings.
In the present embodiment, column steel reinforcement cage 6 is formed using mechanical welding, more high-quality than traditional closed stirrup, precision is high, efficiency
High, industrialization degree height.
On the basis of the above embodiments, further, column steel reinforcement cage 6 includes column longitudinal reinforcement 61 and multiple column mesh sheet
62；Multiple column mesh sheet 62 are successively spaced setting along the length direction of column shell 5；Column longitudinal reinforcement 61 and the fixed company of multiple column mesh sheet 62
It connects.
In the present embodiment, column steel reinforcement cage 6 includes column longitudinal reinforcement 61 and multiple column mesh sheet 62, column longitudinal reinforcement 61 will be multiple
Column mesh sheet 62 is fixed, and structure is simple, easy to process, and the setting of column mesh sheet 62 can indulge muscle convenient for placing column and be poured.
On the basis of the above embodiments, further, column mesh sheet 62 includes column framework 621 and multiple is fixed on column frame
Column dowel 622 in body 621；Multiple column dowels 622 are arranged in well word.
In the present embodiment, column mesh sheet 62 includes column framework 621 and the column dowel 622 being fixed in column framework 621, column frame
Body 621 and column shell 5 are fixed, and column shell 5 is convenient for fixed with column shell 5.
On the basis of the above embodiments, further, column longitudinal reinforcement 61 and column framework 621 and column dowel 622
Tie point is fixedly connected.
In the present embodiment, column longitudinal reinforcement 61 is connected at the binding site of column mesh sheet 62 and column dowel 622, improves two
Bonding strength at person's binding site, while also improving the integral strength of steel reinforcement cage.
On the basis of the above embodiments, further, column longitudinal reinforcement 61 is multiple；Multiple column longitudinal reinforcements 61 are parallel
Setting, and each column longitudinal reinforcement 61 is fixedly connected with multiple column mesh sheet 62.
In the present embodiment, column longitudinal reinforcement 61 is set as multiple, improves the fixed effect of multiple column mesh sheet 62.It is multiple
Column longitudinal reinforcement 61 is arranged in parallel, compound with regular structure, improves integral strength.
On the basis of the above embodiments, further, column steel reinforcement cage 6 is fixed on the inside of the side wall of column shell 5.
In the present embodiment, column steel reinforcement cage 6 is fixed on the inside of the side wall of column shell 5, can be in the prefabricated casting concrete of column shell 5
When directly pour inside it, it is fixed, convenient for construction.
Further, rebar connector 10 is fixes sleeve；The upper end cap of fixes sleeve indulges the lower end of muscle 9 in column, fixed
The lower end cap of sleeve is in the upper end of basic longitudinal reinforcement 11.
In the present embodiment, fixed column indulges muscle 9 and basic longitudinal reinforcement 11 by the way of fixes sleeve, and structure is simple, behaviour
Facilitate.
Further, postposition column tie-bar mesh sheet 12 is fixed on basic longitudinal reinforcement 11.
In the present embodiment, the setting of postposition column tie-bar mesh sheet 12 enhances the bonding strength of column and basic 13 junctions.
Further, it includes that the first upper beam indulges muscle 32 and the vertical muscle 31 of the first lower beam, the first upper beam that the first beam, which indulges muscle 3,
Vertical muscle 32 is located at the top of beam shell 1, and the first lower beam indulges the bottom that muscle 31 is located at beam shell 1.
Figure 12 is structural schematic diagram when being connect according to first girder of the utility model embodiment with the second girder；Such as figure
It further include that multiple second beams indulge muscle 15 and flat with the first girder 7 further on the basis of the above embodiments shown in 12
Second girder 14 of row interval setting；Second girder 14 includes precast beam shell；It includes the second upper beam that multiple second beams, which indulge muscle 15,
Vertical muscle 152 and the second lower beam indulge muscle 151；Second upper beam indulges the top that muscle 152 is located at precast beam shell；Second lower beam indulges muscle
151 are located at the bottom of precast beam shell；Second beam is indulged muscle 15 and is located in the beam steel cage 2 of the first girder 7 and the second girder 14；It applies
Interval and first girder 7 and second of the work concreting between the first girder 7 and the precast beam shell of the second girder 14
It is in the beam shell of girder 14 and on beam steel cage 2, two the first girders 7 and the second girder 14 are fixed.
In the present embodiment, in construction, the second beam is indulged muscle 15 and is threaded through the first girder 7 and the second girder 14 by user
In beam steel cage 2, then formwork and into the beam shell of the first girder 7 and the second girder 14, on beam steel cage 2 and two beam shells
Interval pouring construction concrete between 1 keeps the first girder 7 and the second girder 14 fixed.
In the present embodiment, construction personnel pours into the precast beam shell of the first girder 7 and the second girder 14 on construction ground
Concrete, 1 part of beam shell had not only participated in stress but also can serve as template, and greatly reduced live branch modulus, improve construction efficiency,
And it can realize that the first girder 7 and 14 formed by integrally casting of the second girder are fixed, simplify construction procedure.Integrality performance of the structure is better than
Composite beam connection, is equal to cast-in-place structural, has safe and reliable, simplified construction, saves consumptive material, reduces fugitive dust and building waste etc.
Feature has the stronger market competitiveness.
It on the basis of the above embodiments, further, further include multiple beam overlap joint muscle 16；Beam overlaps the setting of muscle 16 the
Between one girder 7 and the precast beam shell of the second girder 14, and the both ends of beam overlap joint muscle 16 are overlapped on the first girder 7 and the respectively
On the beam steel cage 2 of two girders 14.
In the present embodiment, beam overlap joint muscle 16 is overlapped on to the junction of two precast beam shells, improves two precast beam shells
Bonding strength.When construction, the second beam is indulged muscle 15 to construction personnel and beam overlap joint muscle 16 is placed in two beam steel cages 2, then
Formwork pouring construction concrete 17.
Figure 13 is structural schematic diagram when being connect according to the first girder of the utility model first embodiment with secondary beam；Figure 14
It is A-A cross-sectional view when being connect according to the first girder of the utility model first embodiment with secondary beam；As shown in Figs. 13 and 14,
It on the basis of the above embodiments, further, further include secondary beam 19；One end of secondary beam 19 is vertical with the middle part of the first girder 7
Connection；Secondary beam 19 includes that precast beam shell 1 and multiple third beams indulge muscle 18；Third beam indulges the beam steel that secondary beam 19 is arranged in muscle 18
In cage, also, one end of the vertical muscle 18 of third beam of secondary beam 19 is inserted into the beam shell 1 of the first girder 7；The beam shell 1 of first girder 7
Top, at position corresponding with secondary beam 19, be provided with gap 20；The area of the gap 20 is greater than the area of section of secondary beam 19；
One end that the third beam of secondary beam 19 indulges muscle 18 is inserted into the beam shell 1 of the first girder 7 by gap 20, and construction concreting exists
It is in first girder 7 and secondary beam 19, the first girder 7 and secondary beam 19 is fixed.
Figure 15 is structural schematic diagram when being connect according to the first girder of the utility model second embodiment with secondary beam；Figure 16
It is A-A cross-sectional view when being connect according to the first girder of the utility model second embodiment with secondary beam；Such as Figure 15 and Figure 16 institute
Show, further, secondary beam 19 includes that two precast beam shells 1, secondary beam 19 and the first girder 7 are arranged in cross, the first girder 7
Beam shell 1 top, at position corresponding with secondary beam 19, be provided with gap 20；The area of the gap 20 is greater than cutting for secondary beam 19
Face area；Each third beam of secondary beam 19 indulges the beam shell 1 that muscle 18 passes through the first girder 7 by gap 20.
Figure 17 is structural schematic diagram when being connect according to the first girder of the utility model 3rd embodiment with secondary beam；Figure 18
It is A-A cross-sectional view when being connect according to the first girder of the utility model 3rd embodiment with secondary beam；Such as Figure 17 and Figure 18 institute
Show, on the basis of the above embodiments, further, the beam shell 1 of the first girder 7 includes the sub- shell of two parallel intervals setting
71；One end of secondary beam 19 is located at the interval of two sub- shells 71；It is inserted by interval 23 one end that the third beam of secondary beam 19 indulges muscle 18
Enter to the beam shell 1 of the first girder 7.
Figure 19 is structural schematic diagram when being connect according to the first girder of the utility model fourth embodiment with secondary beam；Figure 20
It is A-A cross-sectional view when being connect according to the first girder of the utility model fourth embodiment with secondary beam；Such as Figure 19 and Figure 20 institute
Show, further, the first girder 7 is in cross with secondary beam 19, and secondary beam 19 includes that two precast beam shells and multiple third beams indulge muscle
18；The beam shell 1 of first girder 7 includes the sub- shell 71 of two parallel intervals setting；One end position of two precast beam shells of secondary beam 19
At the interval 23 of two sub- shells 71；One end that third beam indulges muscle 18 passes through the beam shell 1 of the first girder 7 by interval 23.
Figure 21 is structural schematic diagram when being connect according to the first girder of the 5th embodiment of the utility model with secondary beam；Figure 22
It is A-A cross-sectional view when being connect according to the first girder of the 5th embodiment of the utility model with secondary beam；Such as Figure 21 and Figure 22 institute
Show, on the basis of the above embodiments, further, it includes that third upper beam indulges muscle 182 and third that multiple third beams, which indulge muscle 18,
Lower beam indulges muscle 181；Third upper beam indulges the top that muscle 182 is located at the precast beam shell of secondary beam 19, and third upper beam indulges muscle
182 ends for being located at one end in the first girder 7 are bent downward；Third lower beam indulges the precast beam shell 1 that muscle 181 is located at secondary beam 19
Bottom；The bottom of the side wall of first girder 7 is provided with jack；One end that third lower beam indulges muscle is inserted by jack 24
In the beam shell 1 of first girder 7.
Figure 23 is structural schematic diagram when being connect according to the first girder of the utility model sixth embodiment with secondary beam；Figure 24
It is A-A cross-sectional view when being connect according to the first girder of the utility model sixth embodiment with secondary beam；Such as Figure 23 and Figure 24 institute
Show, further, the first girder 7 is in cross with secondary beam 19, and secondary beam 19 includes that two precast beam shells and multiple third beams indulge muscle
18；The beam shell 1 of first girder 7 includes the sub- shell 71 of two parallel intervals setting；One end position of two precast beam shells of secondary beam 19
In the interval of two sub- shells 71；One end that third beam indulges muscle 18 passes through the beam shell 1 of the first girder 7 by jack 24.
Figure 25 is structural schematic diagram when the first cylinder according to the present utility model is connect with the second cylinder；Such as Figure 25 institute
Show, further includes the second cylinder 26 and column connector 25 further on the basis of the above embodiments；Second cylinder 26 includes
Column shell 5；Second cylinder 26 is located at the top of the first cylinder 8, column connector 25 by the bottom of the column steel reinforcement cage 6 of the second cylinder 26 with
The top of the column steel reinforcement cage 6 of first cylinder 8 is fixedly connected, and construction concrete 17 is cast in the first cylinder 8 and the second cylinder 26
It is in prefabricated post shell, the first cylinder 8 and the second cylinder 26 is fixed.
In the present embodiment, in construction, the second cylinder 26 positioned at lower layer is first poured, the second cylinder 26 and beam and floor are whole
Body pours, and after beam, floor and 26 concrete of the second cylinder reach some strength, then first cylinder 8 on upper layer is installed, in root
Formwork pours upper strata post concrete.
In the utility model embodiment, construction personnel's pouring construction concrete 17 into prefabricated post shell on construction ground, with
Two prefabricated post shells are fixed.5 part of column shell had not only participated in stress but also can serve as template, greatly reduced live branch modulus, step
It is rapid simple, efficiency is improved, component alleviates the weight of prefabricated components in the form of formwork.Integrality performance of the structure is equal to existing
Structure is poured, has the characteristics that safe and reliable, simplified construction, saves consumptive material, reduces fugitive dust and building waste, there is stronger market
Competitiveness.
On the basis of the above embodiments, further, between having between the first cylinder 8 and the column shell 5 of the second cylinder 26
Every；The column shell 5 of the second cylinder 26 is stretched out in the bottom of the column steel reinforcement cage 6 of second cylinder 26；The top of the column steel reinforcement cage 6 of first cylinder 8
The column shell 5 of the first cylinder 8 is stretched out in portion；Construction concrete 17 be cast in the first cylinder 8 and the second cylinder 26 prefabricated post shell and
It is in interval, the first cylinder 8 and the second cylinder 26 is fixed.Setting is in this way convenient between the first cylinder 8 and the second cylinder 26
It is fixedly connected.
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (10)
1. a kind of frame structure system characterized by comprising construction concrete, the first cylinder, two horizontal spacing setting
First girder, multiple first beams indulge muscle, multiple beam columns overlap joint reinforcing bar, multiple columns and indulge muscle, basis and multiple rebar connectors；
Two first girders include precast beam shell；The precast beam shell includes the beam shell and beam steel cage that section is in U-shape；
The beam shell is by concrete prefabricated formation；The beam steel cage is fixed on the inside of the beam shell, and the beam steel cage
The open end of the U-shaped is stretched out in one end；
First cylinder includes prefabricated post shell；The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；It is described
Column shell is by concrete prefabricated formation；The column steel reinforcement cage is fixed in the column shell, described in the upper end stretching of the column steel reinforcement cage
Column shell；The column is indulged muscle and is threaded through in the column steel reinforcement cage vertically, and the column indulges the lower end stretching column shell of muscle；
Be fixed with multiple basic longitudinal reinforcements on the basis of described, and the upper end of the basic longitudinal reinforcement stretch out it is described on the basis of table
Face；The lower end that the column indulges muscle is fixed by the upper end of the rebar connector and the basic longitudinal reinforcement；
Each first beam is indulged muscle and is threaded through in the upper end and two beam steel cages of the column steel reinforcement cage, and runs through institute
State beam steel cage；
The beam column overlap joint reinforcing bar is threaded through the upper end of the column steel reinforcement cage, and both ends are overlapped on two beam steels respectively
In cage；
The construction concreting is in the precast beam shell of first girder, the prefabricated post shell and the basic longitudinal reinforcement
It is interior, first girder and the prefabricated post shell and the prefabricated post shell and the basis is fixed.
2. frame structure system according to claim 1, which is characterized in that further include multiple second beams indulge muscle and with institute
State the second girder of the first girder parallel interval setting；Second girder includes the precast beam shell；
It includes that the second upper beam indulges muscle and the vertical muscle of the second lower beam that multiple second beams, which indulge muscle,；Second upper beam indulges muscle and is located at institute
State the top of precast beam shell；Second lower beam indulges the bottom that muscle is located at the precast beam shell；
Second beam is indulged muscle and is located in the beam steel cage of first girder and second girder；Construction concreting exists
Interval and first girder and second master between first girder and the precast beam shell of second girder
In the beam shell of beam and on beam steel cage, two first girders and second girder are fixed.
3. frame structure system according to claim 2, which is characterized in that further include multiple beam overlap joint muscle；
The beam overlap joint muscle is arranged between first girder and the precast beam shell of second girder, and the beam overlaps
The both ends of muscle are overlapped on respectively on the beam steel cage of first girder and second girder.
4. frame structure system according to claim 1, which is characterized in that further include secondary beam；
One end of the secondary beam is vertical with the middle part of first girder to be connect；The secondary beam includes the precast beam shell and multiple
Third beam indulges muscle；The third beam is indulged muscle and is arranged in the beam steel cage of the secondary beam, also, the third beam of the secondary beam indulges muscle
One end be inserted into the beam shell of first girder；
Concreting construct in first girder and the secondary beam, first girder is fixed with the secondary beam.
5. frame structure system according to claim 4, which is characterized in that the top of the beam shell of first girder, with
At the corresponding position of the secondary beam, it is provided with gap；The area of the gap is greater than the area of section of the secondary beam；The secondary beam
One end that third beam indulges muscle is inserted into the beam shell of first girder by the gap.
6. frame structure system according to claim 4, which is characterized in that the beam shell of first girder includes two flat
The sub- shell of row interval setting；One end of the secondary beam is located at the interval of two sub- shells；The third beam of the secondary beam indulges muscle
One end by it is described interval be inserted into the beam shell of first girder.
7. frame structure system according to claim 4, which is characterized in that it includes in third that multiple third beams, which indulge muscle,
Portion's beam indulges muscle and third lower beam indulges muscle；Third upper beam indulges the top that muscle is located at the precast beam shell of the secondary beam, and third
The end that the vertical muscle of upper beam is located at one end in first girder is bent downward；Third lower beam indulges muscle and is located at the secondary beam
The bottom of precast beam shell；
The first girder sidewall bottom is provided with jack；One end that the third lower beam indulges muscle is inserted by the jack
In the beam shell of first girder.
8. frame structure system according to claim 1, which is characterized in that further include the second cylinder and column connector；
Second cylinder includes the column shell；Second cylinder is located at the top of first cylinder, the column connector
It will be fixedly connected at the top of the bottom of the column steel reinforcement cage of second cylinder and the column steel reinforcement cage of the first cylinder, construction concreting exists
In the prefabricated post shell of first cylinder and second cylinder, first cylinder and second cylinder are fixed.
9. frame structure system according to claim 8, which is characterized in that first cylinder and second cylinder
There is interval between column shell；The column shell of second cylinder is stretched out in the bottom of the column steel reinforcement cage of second cylinder；Described first
The column shell of first cylinder is stretched out at the top of the column steel reinforcement cage of cylinder；The construction concreting in first cylinder and
In the prefabricated post shell of second cylinder and the interval, first cylinder and second cylinder are fixed.
10. frame structure system according to claim 1, which is characterized in that the rebar connector is fixes sleeve；Institute
The upper end cap for stating fixes sleeve indulges the lower end of muscle in the column, and the lower end cap of the fixes sleeve is in the basic longitudinal reinforcement
Upper end.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075943.0U CN208486364U (en) | 2018-07-06 | 2018-07-06 | Frame structure system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075943.0U CN208486364U (en) | 2018-07-06 | 2018-07-06 | Frame structure system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716246A (en) * | 2018-07-06 | 2018-10-30 | 沈阳三建筑设计研究有限公司 | Frame structure system |
| CN110593400A (en) * | 2019-09-17 | 2019-12-20 | 三一筑工科技有限公司 | Assembly type frame structure combination system and construction method thereof |
| CN112593628A (en) * | 2020-12-04 | 2021-04-02 | 苏州达康建筑科技有限公司 | Beam-end frame joint structure, mounting and replacing method and device thereof |
| CN114457957A (en) * | 2020-11-10 | 2022-05-10 | 内蒙古中朵远大建筑工业有限公司 | Prefabricated frame post and prefabricated building |
| CN115354889A (en) * | 2022-07-20 | 2022-11-18 | 广州城建职业学院 | Have assembled building structure football court in air of sponge function concurrently |
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2018
- 2018-07-06 CN CN201821075943.0U patent/CN208486364U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716246A (en) * | 2018-07-06 | 2018-10-30 | 沈阳三建筑设计研究有限公司 | Frame structure system |
| CN110593400A (en) * | 2019-09-17 | 2019-12-20 | 三一筑工科技有限公司 | Assembly type frame structure combination system and construction method thereof |
| CN114457957A (en) * | 2020-11-10 | 2022-05-10 | 内蒙古中朵远大建筑工业有限公司 | Prefabricated frame post and prefabricated building |
| CN112593628A (en) * | 2020-12-04 | 2021-04-02 | 苏州达康建筑科技有限公司 | Beam-end frame joint structure, mounting and replacing method and device thereof |
| CN112593628B (en) * | 2020-12-04 | 2021-06-25 | 苏州达康建筑科技有限公司 | Beam-end frame joint structure, mounting and replacing method and device thereof |
| CN115354889A (en) * | 2022-07-20 | 2022-11-18 | 广州城建职业学院 | Have assembled building structure football court in air of sponge function concurrently |
| CN115354889B (en) * | 2022-07-20 | 2023-11-03 | 广州城建职业学院 | Air football court of assembled building structure with sponge function |
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Address after: 102200 Room 302, building 6, 8 Beiqing Road, Changping District, Beijing Patentee after: Beijing Sany Architectural Design Research Co.,Ltd. Address before: 110000 rooms 1701 and 1702, No. 92 Shengli South Street, Shenyang City, Liaoning Province Patentee before: SHENYANG SANYI BUILDING DESIGN RESEARCH Co.,Ltd. |