CN108716246A - Frame structure system - Google Patents
Frame structure system Download PDFInfo
- Publication number
- CN108716246A CN108716246A CN201810738242.9A CN201810738242A CN108716246A CN 108716246 A CN108716246 A CN 108716246A CN 201810738242 A CN201810738242 A CN 201810738242A CN 108716246 A CN108716246 A CN 108716246A
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- Prior art keywords
- shell
- girder
- column
- muscle
- cylinder
- 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.)
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- 210000003205 muscle Anatomy 0.000 claims abstract description 143
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 100
- 239000010959 steel Substances 0.000 claims abstract description 100
- 230000002787 reinforcement Effects 0.000 claims abstract description 90
- 238000010276 construction Methods 0.000 claims abstract description 47
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 230000015572 biosynthetic process Effects 0.000 claims description 8
- 238000005266 casting Methods 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 37
- 238000009415 formwork Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000000428 dust Substances 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 2
- 230000000739 chaotic effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to assembled architecture technical field, more particularly to a kind of frame structure system.The frame structure system includes：Constructing, concrete, the first cylinder, two the first girders being horizontally spaced about, multiple first beams indulge muscle, multiple beam columns overlap reinforcing bar, multiple columns indulge muscle, basis and multiple rebar connectors；Two the first girders include precast beam shell；Precast beam shell includes the beam shell and beam steel cage that section takes the shape of the letter U；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 making precision is high, efficient, industrialization degree is high.
Description
Technical field
The present invention relates to assembled architecture technical field, more particularly to a kind of assembling frame structural system.
Background technology
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 labour
Power, and of high cost, long in time limit, field management is more chaotic, prefabricated rate, assembly rate and industrialization degree are relatively low, from country
Also there is a big difference with industrialized construction way is preferentially used for the green building of greatly developing advocated.With sustainable development and
The continuous promotion that energy conservation and environmental protection requires, labor cost continues to increase, using assembly concrete building as the building work of representative
Industry has obtained more and more attention, and application prospect is very wide.
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, and construction is tired
Difficulty, and grouting quality is difficult to examine；Globality is poor etc. at beam-column connection.There is an urgent need for a kind of overall performances to be equal in market
Cast-in-place structural, safe and reliable, high-efficient simple novel fabricated frame structure system.
Invention content
The purpose of the present invention is to provide a kind of frame structure systems, and step is connect with beam to solve column in the prior art
Rapid technical problem cumbersome, branch modulus is big, overall performance is poor, operating efficiency is low.
The present invention provides a kind of frame structure system, which includes：Construct concrete, the first cylinder, two
A the first girder being horizontally spaced about, multiple first beams indulge muscle, multiple beam columns overlap joint reinforcing bar, multiple columns and indulge muscle, basis and more
A rebar connector；
Two first girders include precast beam shell；The precast beam shell includes the beam shell and joist steel that section is in U shapes
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 joist steel
The open end of the U-shaped is stretched out in one end of muscle 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 vertically in the column steel reinforcement cage, and the column indulges the lower end stretching column of muscle
Shell；
Multiple basic longitudinal reinforcements are fixed on the basis of described, and the base is stretched out in the upper end of the basic longitudinal reinforcement
Plinth 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
Through 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 respectively described in two
In beam steel cage；
The construction concreting is vertical on the precast beam shell of first girder, the prefabricated post shell and the basis
It is into reinforcing bar, first girder and the prefabricated post shell and the prefabricated post shell and the basis is fixed.
Further, further include that multiple second beams are indulged muscle and led with the first girder parallel interval is arranged second
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
Positioned at 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
The interval being cast between first girder and the precast beam shell of second girder and first girder and described
In the beam shell of second girder and on beam steel cage, two first girders and second girder are fixed.
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 described
The both ends of beam overlap joint muscle are overlapped on respectively on the beam steel cage of first girder and second girder.
Further, further include secondary beam；The middle part vertical connection of one end of the secondary beam and first girder；It is described
Secondary beam includes that the precast beam shell and multiple third beams indulge muscle；The third beam indulges muscle and the joist steel in the secondary beam is arranged
In muscle cage, 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, by first girder and 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 more than the area of section of the secondary beam；It is inserted by the gap one end that the third beam of the secondary beam indulges muscle
Enter 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；The third beam of the secondary beam indulges one end of muscle and is inserted into described the by the interval
In the beam shell of one 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 is indulged muscle and is located in first girder
The end of one 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；The third bottom beam indulges one end of muscle described in
Jack is inserted into the beam shell of first girder.
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, concrete of constructing
It is cast in the prefabricated post shell of first cylinder and second cylinder, by first cylinder and second cylinder
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 the
The column shell of one cylinder；Prefabricated post shell and institute of the construction concreting in first cylinder and second cylinder
It states in interval, first cylinder and second cylinder is fixed.
Further, the rebar connector is fixes sleeve；The upper end of the fixes sleeve is sleeved on the column and indulges muscle
Lower end, the lower end of the fixes sleeve are sleeved on the upper end of the basic longitudinal reinforcement.
In the present invention, beam shell and column shell are in factory by concrete prefabricated formation.User is by precast beam shell and prefabricated post
Shell is transported to construction site, and the first beam, which is indulged muscle, to be through in column steel reinforcement cage and two beam steel cages, and beam column is overlapped reinforcing bar
It is overlapped in column steel reinforcement cage and beam steel cage, in junction formwork, into prefabricated post shell and precast beam shell, casting concrete is to incite somebody to action
Prefabricated post shell and precast beam shell are fixed.The setting of overlap joint reinforcing bar enhances precast beam shell and the connection of prefabricated post shell junction is strong
Degree.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 present invention, 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 and beam shell parts had not only participated in stress but also can serve as template, are greatly reduced existing
Field branch modulus, structural elements use mechanical-moulded welded reinforcement cage, and component making precision is 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
Reliably, simplify construction, save consumptive material, reduce the features such as airborne dust and building waste.Component is alleviated prefabricated in the form of formwork
The weight of component.Integrality performance of the structure is equal to cast-in-place structural, has safe and reliable, simplified construction, saves consumptive material, reduces and raise
The features such as dirt and building waste, has the stronger market competitiveness.
Description of the drawings
The attached drawing for constituting the part of the present invention is used to provide further understanding of the present invention, and of the invention is schematic
Embodiment and its explanation are not constituted improper limitations of the present invention for explaining the present invention.In the accompanying drawings：
Fig. 1 is the structural schematic diagram of precast beam shell according to the ... of the embodiment of the present invention；
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 of prefabricated post shell according to the ... of the embodiment of the present invention；
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 of prefabricated post shell according to another embodiment of the present invention；
Figure 10 is structural schematic diagram when the first girder according to the ... of the embodiment of the present invention is connect with the first cylinder；
Figure 11 is structural schematic diagram when the first cylinder according to the ... of the embodiment of the present invention is connect with basis；
Figure 12 is structural schematic diagram when the first girder according to the ... of the embodiment of the present invention is connect with the second girder；
Figure 13 is structural schematic diagram when the first girder according to a first embodiment of the present invention is connect with secondary beam；
Figure 14 is A-A sectional views when the first girder according to a first embodiment of the present invention is connect with secondary beam；
Figure 15 is structural schematic diagram when the first girder according to a second embodiment of the present invention is connect with secondary beam；
Figure 16 is A-A sectional views when the first girder according to a second embodiment of the present invention is connect with secondary beam；
Figure 17 is structural schematic diagram when the first girder according to a third embodiment of the present invention is connect with secondary beam；
Figure 18 is A-A sectional views when the first girder according to a third embodiment of the present invention is connect with secondary beam；
Figure 19 is structural schematic diagram when the first girder according to a fourth embodiment of the present invention is connect with secondary beam；
Figure 20 is A-A sectional views when the first girder according to a fourth embodiment of the present invention is connect with secondary beam；
Figure 21 is structural schematic diagram when the first girder according to a fifth embodiment of the present invention is connect with secondary beam；
Figure 22 is A-A sectional views when the first girder according to a fifth embodiment of the present invention is connect with secondary beam；
Figure 23 is structural schematic diagram when the first girder according to a sixth embodiment of the present invention is connect with secondary beam；
Figure 24 is A-A sectional views when the first girder according to a sixth embodiment of the present invention is connect with secondary beam；
Figure 25 is structural schematic diagram when the first cylinder according to the present invention is connect with the second cylinder.
In figure：
1- beam shells；2- beam steel cages；The first beams of 3- indulge muscle；
4- beam columns overlap reinforcing bar；5- column shells；6- column steel reinforcement cages；
The first girders of 7-；The first cylinders of 8-；9- columns indulge muscle；
10- rebar connectors；The bases 11- longitudinal reinforcement；12- postposition column tie-bar mesh sheet；
The bases 13-；The second girders of 14-；The second beams of 15- indulge muscle；
16- beams overlap muscle；17- construction concrete；18- third beams indulge muscle；
19- secondary beams；20- gap；21- beam fixing muscles；
22- weir pieces；The intervals 23-；24- jacks；
25- column connectors；The second cylinders of 26-；The first lower beams of 31- indulge muscle；
The first upper beams of 32- indulge muscle；221- beam frameworks；222- beam dowels；
61- column longitudinal reinforcements；62- column mesh sheet；621- column frameworks；
71- shells；622- column dowels；The second lower beams of 151- indulge muscle；
The second upper beams of 152- indulge muscle；181- third lower beams indulge muscle；182- third upper beams indulge muscle.
Specific implementation mode
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase
Mutually combination.The present invention 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 " installation ",
" connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, can also be electrical connection；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, can be understood with concrete condition above-mentioned
The concrete meaning of term in the present invention.
Fig. 1 is the structural schematic diagram of precast beam shell according to the ... of the embodiment of the present invention；Fig. 2 is in precast beam shell shown in Fig. 1
The structural schematic diagram of beam steel cage；Fig. 3 is the structural schematic diagram of beam steel cage central sill mesh sheet shown in Fig. 2；Fig. 4 is shown in Fig. 1
Precast beam shell central sill steel reinforcement cage another structural schematic diagram；Fig. 5 is that the structure of prefabricated post shell according to the ... of the embodiment of the present invention is shown
It is intended to；Fig. 6 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 5；Fig. 7 is in column steel reinforcement cage shown in Fig. 6
The structural schematic diagram of column mesh sheet；Fig. 8 is another structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 6；Fig. 9 is root
According to the structural schematic diagram of the prefabricated post shell of another embodiment of the present invention；Figure 10 be the first girder according to the ... of the embodiment of the present invention with
Structural schematic diagram when first cylinder connects；Figure 11 is knot when the first cylinder according to the ... of the embodiment of the present invention is connect with basis
Structure schematic diagram；As shown in Figure 1 to 11, frame structure system provided by the invention includes：Construct concrete, the first cylinder 8,
Two the first girder 7, multiple first beams being horizontally spaced about indulge muscle 3, multiple beam columns overlap joint reinforcing bar 4, multiple columns and indulge muscle 9, base
Plinth 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 takes the shape of the letter U；
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 is 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；Column indulges muscle 9
It is threaded through in column steel reinforcement cage 6 vertically, and column indulges the lower end stretching column shell 5 of muscle 9；
Multiple basic longitudinal reinforcements 11 are fixed on basis 13, and the upper end of basic longitudinal reinforcement 11 is stretched out on basis 13
Surface；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 indulges muscle 3
It is threaded through 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 worn
In the upper end of column steel reinforcement cage 6, and both ends are overlapped on respectively in two beam steel cages 2；Concreting construct in the first girder
In 7 precast beam shell, prefabricated post shell and basic longitudinal reinforcement 11, by the first girder 7 and prefabricated post shell and prefabricated post shell with
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, which is indulged muscle, 3 to be through in column steel reinforcement cage 6 and two beam steel cages 2, and by beam column
Overlap joint reinforcing bar 4 is overlapped in column steel reinforcement cage 6 and beam steel cage 2, in junction formwork, is poured into prefabricated post shell and precast beam shell
Concrete is built 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
The bonding strength of column shell 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 consolidated
Determine, the formwork at basic longitudinal reinforcement 11, on construction ground the pouring construction concrete into prefabricated post shell and template, it will be pre-
Column shell processed 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 pre-
Beam shell processed 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 had not only participated in stress but also can serve as template, greatly reduced live branch modulus, improved efficiency, component
The weight of prefabricated components is alleviated in the form of formwork.Integrality performance of the structure is equal to cast-in-place structural, have it is safe and reliable,
Simplify construction, save consumptive material, reduce the features such as airborne dust and building waste, there is 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 spaced setting successively 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 beams
Mesh sheet 22 is fixed, simple in structure, easy to process, and the setting of weir piece 22 can indulge muscle 3 convenient for the first beam of placement and be poured.
On the basis of the above embodiments, further, beam fixing muscle 21 is multiple；Multiple beam fixing muscles 21 are parallel to be set
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 fixations
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 is fixed with beam shell 1, rectangular
Beam frame is convenient for fixing 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.
Both in the present embodiment, beam fixing muscle 21 is connected at the binding site of weir piece 22 and beam dowel 222, improve
Bonding strength at binding site, 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 using machinery welding formed, it is more high-quality than traditional closed stirrup, precision is high, effect
Rate is high, industrialization degree is high.
On the basis of the above embodiments, further, it includes that the first upper beam indulges 32 He of muscle that multiple first beams, which indulge muscle 3,
First 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 are located at the bottom of the precast beam shell of the first girder.
In the present embodiment, the first beam indulges the bonding strength that Liang Yuzhu can be improved in arrangement as muscle 3.
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 of overlap joint 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 using machinery welding formed, it is more high-quality than traditional closed stirrup, precision is high, effect
Rate is high, industrialization degree is high.
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 spaced setting successively along the length direction of column shell 5；Column longitudinal reinforcement 61 is fixed with multiple column mesh sheet 62
Connection.
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 more
A column mesh sheet 62 is fixed, simple in structure, easy to process, and the setting of column mesh sheet 62 can be convenient for the vertical muscle of placing column to 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
Framework 621 is fixed with column shell 5, and column shell 5 is convenient for fixing 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 flat
Row 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 5 prefabricated casting concrete of column shell
When directly pour inside it, it is fixed, convenient for construction.
Further, rebar connector 10 is fixes sleeve；The upper end of fixes sleeve is sleeved on the lower end that column indulges muscle 9, fixed
The lower end of sleeve is sleeved on the upper end of basic longitudinal reinforcement 11.
In the present embodiment, fixed column indulges muscle 9 and basic longitudinal reinforcement 11, simple in structure, behaviour by the way of fixes sleeve
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 the vertical muscle 31 of 32 and first lower beam of muscle, the first top that the first beam, which indulges muscle 3,
Beam indulges the top that muscle 32 is located at 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 the first girder according to the ... of the embodiment of the present invention is connect with the second girder；Such as Figure 12
It is shown, further include that multiple second beams indulge muscle 15 and parallel with the first girder 7 further on the basis of the above embodiments
Spaced second girder 14；Second girder 14 includes precast beam shell；It is vertical including the second upper beam that multiple second beams indulge muscle 15
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 of the work concreting between the first girder 7 and the precast beam shell of the second girder 14
In the beam shell of two girders 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
Beam steel cage 2 in, then formwork and into the beam shell of the first girder 7 and the second girder 14, on beam steel cage 2 and two
Interval pouring construction concrete between beam shell 1 makes the first girder 7 and the second girder 14 fix.
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, greatly reduced live branch modulus, improved construction effect
Rate, and 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 excellent
It is connected in composite beam, is equal to cast-in-place structural, there is safe and reliable, simplified construction, save consumptive material, reduce airborne dust and building rubbish
The features such as rubbish, has the stronger market competitiveness.
On the basis of the above embodiments, further, further include multiple beam overlap joint muscle 16；Beam overlaps the setting of muscle 16 and exists
Between first 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 respectively
On the beam steel cage 2 of the second girder 14.
In the present embodiment, beam overlap joint muscle 16 is overlapped on to the junction of two precast beam shells, two precast beam shells of raising
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 the first girder according to a first embodiment of the present invention is connect with secondary beam；Figure 14 is
A-A sectional views when first girder according to a first embodiment of the present invention is connect with secondary beam；As shown in Figs. 13 and 14, above-mentioned
Further include secondary beam 19 further on the basis of embodiment；The middle part vertical connection of one end of secondary beam 19 and the first girder 7；
Secondary beam 19 includes that precast beam shell 1 and multiple third beams indulge muscle 18；Third beam is indulged muscle 18 and is arranged in the beam steel cage of secondary beam 19,
Also, 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；The beam shell 1 of first girder 7 it is upper
Portion at position corresponding with secondary beam 19, is provided with gap 20；The area of the gap 20 is more than the area of section of secondary beam 19；It is secondary
One end that the third beam of beam 19 indulges muscle 18 is inserted by gap 20 in the beam shell 1 of first girder 7, and construction concreting exists
In first girder 7 and secondary beam 19, the first girder 7 is fixed with secondary beam 19.
Figure 15 is structural schematic diagram when the first girder according to a second embodiment of the present invention is connect with secondary beam；Figure 16 is
A-A sectional views when the first girder according to a second embodiment of the present invention is connect with secondary beam；As shown in Figure 15 and Figure 16, into one
Step ground, secondary beam 19 include that two precast beam shells 1, secondary beam 19 and the first girder 7 are arranged in cross, the beam shell 1 of the first girder 7
Top, at position corresponding with secondary beam 19, be provided with gap 20；The area of the gap 20 is more than the area of section of secondary beam 19；
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 the first girder according to a third embodiment of the present invention is connect with secondary beam；Figure 18 is
A-A sectional views when the first girder according to a third embodiment of the present invention is connect with secondary beam；As shown in Figure 17 and Figure 18, upper
On the basis of stating embodiment, further, the beam shell 1 of the first girder 7 includes the sub- shell 71 of two parallel intervals setting；Secondary beam
19 one end is located at the interval of two sub- shells 71；The third beam of secondary beam 19 indulges one end of muscle 18 and is inserted into the by interval 23
In the beam shell 1 of one girder 7.
Figure 19 is structural schematic diagram when the first girder according to a fourth embodiment of the present invention is connect with secondary beam；Figure 20 is
A-A sectional views when the first girder according to a fourth embodiment of the present invention is connect with secondary beam；As illustrated in figures 19 and 20, into one
Step ground, the first girder 7 are in cross with secondary beam 19, and secondary beam 19 includes that two precast beam shells and multiple third beams indulge muscle 18；First
The beam shell 1 of girder 7 includes the sub- shell 71 of two parallel intervals setting；One end of two precast beam shells of secondary beam 19 is located at two
At the interval 23 of sub- shell 71；Third beam indulges one end of muscle 18 by being spaced 23 with across the beam shell 1 of the first girder 7.
Figure 21 is structural schematic diagram when the first girder according to a fifth embodiment of the present invention is connect with secondary beam；Figure 22 is
A-A sectional views when the first girder according to a fifth embodiment of the present invention is connect with secondary beam；As shown in figure 21 and figure, upper
On the basis of stating embodiment, further, it includes that third upper beam indulges muscle 182 and third lower beam that multiple third beams, which indulge muscle 18,
Vertical 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 182, muscle
It is bent downward in the end of one end in the first girder 7；Third lower beam indulges the bottom that muscle 181 is located at the precast beam shell 1 of secondary beam 19
Portion；The bottom of the side wall of first girder 7 is provided with jack；One end that third bottom beam indulges muscle is inserted into first by jack 24
In the beam shell 1 of girder 7.
Figure 23 is structural schematic diagram when the first girder according to a sixth embodiment of the present invention is connect with secondary beam；Figure 24 is
A-A sectional views when the first girder according to a sixth embodiment of the present invention is connect with secondary beam；As shown in figure 23 and figure 24, into one
Step ground, the first girder 7 are in cross with secondary beam 19, and secondary beam 19 includes that two precast beam shells and multiple third beams indulge muscle 18；First
The beam shell 1 of girder 7 includes the sub- shell 71 of two parallel intervals setting；One end of two precast beam shells of secondary beam 19 is located at two
The interval of sub- shell 71；Third beam indulges one end of muscle 18 by jack 24 with across the beam shell 1 of the first girder 7.
Figure 25 is structural schematic diagram when the first cylinder according to the present invention is connect with the second cylinder；As shown in figure 25, exist
Further include the second cylinder 26 and column connector 25 further on the basis of above-described embodiment；Second cylinder 26 includes column shell
5；Second cylinder 26 is located at the top of the first cylinder 8, and column connector 25 is by the bottom of the column steel reinforcement cage 6 of the second cylinder 26 and the
The top of the column steel reinforcement cage 6 of one cylinder 8 is fixedly connected, and construction concrete 17 is cast in the pre- of the first cylinder 8 and the second cylinder 26
In column shell processed, the first cylinder 8 and the second cylinder 26 are fixed.
In the present embodiment, in construction, the second cylinder 26 positioned at lower layer, the second cylinder 26 and beam and floor are first poured
One-piece casting after beam, floor and 26 concrete of the second cylinder reach some strength, then installs first cylinder 8 on upper layer,
Root formwork pours upper strata post concrete.
In the embodiment of the present invention, construction personnel's pouring construction concrete 17 into prefabricated post shell on construction ground, by two
A prefabricated post shell is fixed.5 part of column shell had not only participated in stress but also can serve as template, greatly reduced live branch modulus, step letter
It is single, efficiency is improved, component alleviates the weight of prefabricated components in the form of formwork.Integrality performance of the structure is equal to cast-in-place
Structure has the characteristics that safe and reliable, simplified construction, saves consumptive material, reduces airborne dust and building waste, has 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 prefabricated post shell of the first cylinder 8 and the second cylinder 26 with
And in interval, the first cylinder 8 and the second cylinder 26 are fixed.Setting is convenient between the first cylinder 8 and the second cylinder 26 in this way
Be fixedly connected.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of frame structure system, which is characterized in that including：Construction concrete, the first cylinder, two be horizontally spaced about
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 takes the shape of the letter U；
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 vertically in the column steel reinforcement cage, 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 basic upper table is stretched out in the upper end of the basic longitudinal reinforcement
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 between first girder and the precast beam shell of second girder and second master
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；
The middle part vertical connection of one end of the secondary beam and first girder；The secondary beam includes the precast beam shell and multiple
The 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
One end of vertical muscle is 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 more than the area of section of the secondary beam；The secondary beam
One end that third beam indulges muscle is inserted by the gap in the beam shell of first girder.
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 between-line spacing 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 bottom 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 for stating fixes sleeve is sleeved on the lower end that the column indulges muscle, and the lower end of the fixes sleeve is sleeved on the basic longitudinal reinforcement
Upper end.
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|---|---|---|---|
| CN201810738242.9A CN108716246A (en) | 2018-07-06 | 2018-07-06 | Frame structure system |
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|---|---|---|---|
| CN201810738242.9A CN108716246A (en) | 2018-07-06 | 2018-07-06 | Frame structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267698A (en) * | 2018-11-29 | 2019-01-25 | 三筑工科技有限公司 | Pretensioned prestressing welding stirrup mesh sheet laminated frame is set a roof beam in place and its construction method |
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