CN105951983A - Building frame structure and construction method thereof - Google Patents
Building frame structure and construction method thereof Download PDFInfo
- Publication number
- CN105951983A CN105951983A CN201610383700.2A CN201610383700A CN105951983A CN 105951983 A CN105951983 A CN 105951983A CN 201610383700 A CN201610383700 A CN 201610383700A CN 105951983 A CN105951983 A CN 105951983A
- Authority
- CN
- China
- Prior art keywords
- building
- prefabricated concrete
- single span
- frame beam
- built
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 30
- 239000003351 stiffener Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 8
- 208000031481 Pathologic Constriction Diseases 0.000 claims description 7
- 210000001215 vagina Anatomy 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 8
- 239000002131 composite material Substances 0.000 abstract 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 238000012913 prioritisation Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003319 supportive effect Effects 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
-
- 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
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a building frame structure which comprises a plurality of building foundations, prefabricated concrete columns installed on the building foundations, and a plurality of single-span floors arranged on the prefabricated concrete columns. Each single-span floor comprises frame beams installed on the corresponding prefabricated concrete columns and a composite slab fixed to the frame beams, wherein the frame beams comprise the main frame beams and the auxiliary frame beams, and the main frame beams and the auxiliary frame beams are installed on the four adjacent prefabricated concrete columns. The prefabricated concrete columns are fixed to the ground through the building foundations, and the composite slabs are supported by erecting the main frame beams, the auxiliary frame beams and auxiliary beams, so the composite slabs are more easily installed, and installation efficiency is improved; meanwhile, by optimizing the connection mode between the beams and the columns and connecting opposite threaded sleeves into a whole through built-in reinforcing steel ribs, the connection of the prefabricated concrete columns and the frame beams is more stable.
Description
Technical field
The present invention relates to technical field of building construction, be specifically related to a kind of prefabricated assembled build
Build frame structure and construction method thereof.
Background technology
In existing building frame, beam-column connection is the important content of its Architectural Structure Design
One of, beam-column connection is transmission bending moment and the significant points of shearing, directly affects structure and is subject to
Overall performance under the conditions of load and the load-carrying properties of coupled component.
In traditional fabric structure, such as by reinforced concrete-bar net and be equipped with concrete casting become
The structure of type, can meet the needs that building uses to a certain extent；Another kind is assembled,
I.e. use prefabricated structural column and precast beam to carry out assembling to use.In actual implementation process, existing
Have in technology long containing number of drawbacks, such as engineering time, the poor stability of beam-to-column joint, execute
A large amount of support means is left over the most recyclable after work.
Summary of the invention
It is an object of the invention to provide a kind of prefabricated assembled building frame construction.
For reaching above-mentioned purpose, one embodiment of the present of invention provides a kind of building frame construction,
Including:
Some building foundations；
The Prefabricated Concrete post being installed on each building foundation；
The multiple single span floors being arranged on Prefabricated Concrete post；
Each single span floor includes the Vierendeel girder being arranged on Prefabricated Concrete post and is fixed on Vierendeel girder
On superimposed sheet；Vierendeel girder includes main frame beam and secondary frame beam, main frame beam is provided with secondary
Beam；Main frame beam and secondary frame beam are separately mounted on adjacent four piece Prefabricated Concrete post.
One of prioritization scheme of the present invention is: building foundation is cup-shaped foundation.
One of prioritization scheme of the present invention is: building foundation rectangular array is arranged.
One of prioritization scheme of the present invention is: be provided with the single span first floor and single span two on Prefabricated Concrete post
Two single span floor of layer.
One of prioritization scheme of the present invention is: the two ends of secondary beam are fixed on main frame beam.
One of prioritization scheme of the present invention is: Prefabricated Concrete post is connected with main frame beam or secondary frame beam
Mode be:
Prefabricated Concrete post is provided with spiral shell on a group with the connecting portion upper end of main frame beam or secondary frame beam
Stricture of vagina sleeve, lower end is provided with screw shell under a group；With group be positioned at offside upper screw shell and under
Screw shell is by being built in the built-in bar connecting of Prefabricated Concrete post；
The lower end of main frame beam and secondary frame beam is equipped with reserving hole channel, embeds the company of reserving hole channel
Connect reinforcing bar to be connected with lower screw shell；The upper end of main frame beam and secondary frame beam is provided with and upper spiral shell
The stiffener of stricture of vagina sleeve connection, this stiffener is built in and is cast in main frame beam or secondary framework
Concrete layer on beam；Reserving hole channel fills high-strength sand with post inner sleeve after lower rebar is connected
Slurry.
One of prioritization scheme of the present invention is: upper prefabricated between screw shell and lower screw shell
Concrete column outer wall be the gap between hair side, and this hair side and main frame beam or secondary frame beam be logical
Cross what the wet seam arrangements of concrete connected.
One of prioritization scheme of the present invention is: it is removable that Prefabricated Concrete post is provided with for temporary support
Unload support member.
The invention also discloses the construction method of a kind of building frame construction, comprise the following steps:
(1), building foundation is set: selects suitable building foundation according to design requirement, and presses
According to design requirement, fixed building basis is set；
(2), Prefabricated Concrete post is installed: be arranged on building foundation by Prefabricated Concrete post fixing, each
One Prefabricated Concrete post is set on building foundation；
(3) the single span first floor, is built: by two main frames between adjacent four Prefabricated Concrete posts
Beam, two secondary frame beams and some secondary beams being arranged on main frame beam are built and are formed rectangle
Frame structure；Then install in frame structure in superimposed sheet makes Vierendeel girder and form the single span first floor；
(4), single span two layers is built: after the single span first floor is built, make above the single span first floor
Single span two layers is built with building the same method of the single span first floor；
(5) full single span layer, is built: use step (3) and the method for step (4), in institute
Have on Prefabricated Concrete post and build the single span first floor and single span two layers；And all single span first floors is positioned at same layer
Face, all single spans two layers are positioned at same aspect.
Preferably, when in step (1), building foundation uses isolated footing, according to design requirement
Isolated footing is arranged in rectangular array.
In sum, the invention have the advantages that
The Prefabricated Concrete post of the present invention is fixed on the ground by building foundation, uses main frame simultaneously
Beam, secondary frame beam and secondary beam built the support to superimposed sheet so that superimposed sheet be more easy to peace
Dress, improves installation effectiveness；Present invention optimizes the connected mode between beam column simultaneously, pass through
Built-in reinforcing bar connects as one by the screw shell of offside, and makes Prefabricated Concrete post and Vierendeel girder
Connecting more stable, the reinforcing screw shell simultaneously configured can be easily installed dismountable support
Part, may be used for the temporary support to Vierendeel girder, can be with disassembly & recycling after using, weight
Multiple utilization, cost-effective.
Accompanying drawing explanation
Fig. 1 is the signal that in one embodiment of the invention, Prefabricated Concrete post is arranged on building foundation
Figure；
Fig. 2 is the top view completing first group of single span first floor in one embodiment of the invention；
Fig. 3 is the scheme of installation that in one embodiment of the invention, single span first floor upper ledge is set a roof beam in place；
Fig. 4 is containing the single span first floor and the Vierendeel girder of single span two layers in one embodiment of the invention
Scheme of installation；
Fig. 5 is that the entirety containing the single span first floor and single span two layers in one embodiment of the invention is shown
It is intended to；
Fig. 6 is to install showing of two groups of single span first floors and single span two layers in one embodiment of the invention
It is intended to；
Fig. 7 is to install showing of many group single span first floors and single span two layers in one embodiment of the invention
It is intended to；
Fig. 8 is the schematic diagram that one embodiment of the invention beam-column connects；
Fig. 9 is the sectional view that one embodiment of the invention beam-column connects；
Figure 10 is that in one embodiment of the invention, Prefabricated Concrete post is equipped with joining of being connected with Vierendeel girder
Part schematic diagram.
Wherein, 1, building foundation；2, Prefabricated Concrete post；3, the single span first floor；4, single span two layers；
5, Vierendeel girder；51, main frame beam；52, secondary frame beam；53, secondary beam；6, superimposed sheet；
7, upper screw shell；8, lower screw shell；91, built-in reinforcing bar；92, built-in reinforcing bar；93、
Built-in reinforcing bar；10, reserving hole channel；11, reinforcing bar is connected；12, stiffener；13, coagulation
Soil layer；14, mortar；15, removable support；16, thread bush is reinforced.
Detailed description of the invention
The invention provides a kind of building frame construction, including some building foundations 1, Prefabricated Concrete
Post 2 is arranged on building foundation 1, and the present invention can building foundation be preferably cup-shaped foundation.Build
The arrangement mode building basis determines installation form, such as when building foundation uses isolated footing,
According to design requirement, isolated footing is arranged in rectangular array.
When preferably building foundation rectangular array being arranged, as it is shown in figure 1, rectangular array arrangement
Refer to that each building foundation all can be regarded as in the right angle electrical being arranged on rectangle；Constitute square
The building foundation of shape array arrangement presents horizontal distribution and vertically distribution.
Prefabricated Concrete post 2 is to use concreting to be formed, and each cup-shaped foundation is installed one in advance
Concrete post processed；Prefabricated Concrete post is as the mounting body of Vierendeel girder 5 and supportive body, and it is used for coordinating
Vierendeel girder and superimposed sheet 6 constitute the structure of single span floor.
As a example by two single span floors being installed on Prefabricated Concrete post, the single span first floor 3 and list are i.e. installed
Across two layer 4；The absolute altitude of the single span first floor is less than single span two layers.Each single span floor includes being arranged on
Vierendeel girder, the secondary beam being arranged on main frame beam on Prefabricated Concrete post and be fixed on secondary frame beam with
And the superimposed sheet on secondary beam.Vierendeel girder includes main frame beam 51 and secondary frame beam 52, secondary beam 53
Two ends be arranged on main frame beam 51；Main frame beam and secondary frame beam are separately mounted to adjacent
Four Prefabricated Concrete posts on；Superimposed sheet is fixed formation by the carrying of secondary beam and secondary frame beam
Single span layer.
In order to improve the connective stability between beam column, Prefabricated Concrete post of the present invention and main frame beam or
The mode that secondary frame beam connects is:
Prefabricated Concrete post is provided with spiral shell on a group with the connecting portion upper end of main frame beam or secondary frame beam
Stricture of vagina sleeve 7, lower end is provided with screw shell 8 under a group；The upper screw shell of offside it is positioned at group
With lower screw shell by being built in the built-in bar connecting of Prefabricated Concrete post.
The lower end of main frame beam and secondary frame beam is equipped with reserving hole channel 10, embeds reserving hole channel
Connection reinforcing bar 11 be connected with lower screw shell；The upper end of main frame beam and secondary frame beam is arranged
Having the stiffener 12 being connected with upper screw shell, this stiffener is built in and is cast in main frame
Set a roof beam in place or concrete layer 13 on secondary frame beam；Reserving hole channel is at lower rebar and post inner sleeve
High-strength mortar 14 is filled after connection.
Further, the Prefabricated Concrete column outer wall between upper screw shell and lower screw shell is hair
The gap later stage between face, and this hair side and main frame beam or secondary frame beam is carried out with concrete
Wet seam connects.Further, Prefabricated Concrete post is provided with detachable for temporary support
Support member 15.
The Prefabricated Concrete post of the present invention can be cuboid, has four sides, each connects with beam
The side touched forms hair side through wharf's pavement quality, is conducive to increasing contact area.Need when construction
To connect Vierendeel girder on four sides, including main frame beam and secondary frame beam.
In the specific implementation, three row's threaded sleeves can be provided with in each side of Prefabricated Concrete post,
It is fixed on inside Prefabricated Concrete post for the upper thread bush of a row coordinated with stiffener including embedding
Cylinder, for screw shell and be used for fixing removable support under the row being connected reinforcing bar cooperation
Reinforcing screw shell 16, the preferred steel corbel of removable support, solid by screw bolt and nut
It is scheduled on reinforcing screw shell.
Upper screw shell and lower screw shell are straight screw sleeve, can play good with reinforcing bar
Connecting effect, reinforcing screw shell is tapered thread sleeve, can readily accessible reuse；
Bolt is provided with flat shim and elastomeric pad with the junction of removable support.Upper screw shell
Installation site is higher than lower screw shell, and the installation site of lower screw shell is higher than reinforcing screw shell.
With reference to Figure 10, in Prefabricated Concrete post casting process, at predeterminated position, one row is installed in advance
Setting a roof beam in place for fixed frame the upper screw shell of upper end, a row sets a roof beam in place for fixed frame the lower spiral shell of lower end
Stricture of vagina sleeve, a row is for fixing the reinforcing screw shell of removable support, and same plane
It is positioned at the upper screw shell of offside, lower screw shell and reinforcing screw shell and the most first uses built-in
Bar connecting forms the bar-mat reinforcement intersected, and casting concrete forms Prefabricated Concrete post the most again.
According to above-mentioned building frame construction, the invention discloses the construction party of this building frame construction
Method, comprises the following steps:
(1), building foundation is set: selects suitable building foundation according to design requirement, and presses
According to design requirement, the rectangular array in fixed building basis is set；
(2), Prefabricated Concrete post is installed: be arranged on building foundation by Prefabricated Concrete post fixing, elected
When selecting cup-shaped foundation, each building foundation can arrange a Prefabricated Concrete post；
(3) the single span first floor, is built: by two main frames between adjacent four Prefabricated Concrete posts
Beam, two secondary frame beams and some secondary beams being arranged on main frame beam are built and are formed rectangle
Frame structure；Then install in frame structure in superimposed sheet makes Vierendeel girder and form the single span first floor；
(4), single span two layers is built: as it is shown in figure 5, after the single span first floor is built, at list
Above the first floor, use is built the same method of the single span first floor and is built single span two layers.
(5), full single span layer is built: as shown in Figure 6 and Figure 7, step (3) and step (4)
In simply one group of single span floor of building, remaining Prefabricated Concrete post is built the most completely complete, therefore
Step (3) and the method for step (4) can be used, single span built by all Prefabricated Concrete posts
The first floor and single span two layers；And all single span first floors is positioned at same aspect, all single spans two layers are positioned at
Same aspect.
In order to preferably implement the present invention, the invention provides the Joining Technology of a bean column node,
Comprise the following steps:
(1) first Prefabricated Concrete post, as shown in Figure 8, disposes three row's spiral shells in advance in Prefabricated Concrete post
Stricture of vagina sleeve.In Prefabricated Concrete post casting process, one row is installed for fixing at predeterminated position in advance
The upper screw shell of Vierendeel girder upper end, a row sets a roof beam in place the lower screw shell of lower end for fixed frame,
One row is for fixing the reinforcing screw shell of removable support, and same plane is positioned at offside
Upper screw shell, lower screw shell and reinforce screw shell the most first use built-in reinforcing bar 91,
Built-in reinforcing bar 92 and built-in reinforcing bar 93 connect and are formed the bar-mat reinforcement of intersection, pour mixed the most again
Solidifying soil forms Prefabricated Concrete post；And the outer wall position of Prefabricated Concrete post and Vierendeel girder junction is drawn
Hair processes.
Concrete, screw shell can be put according to installation height position after built-in bar connecting
It is placed on column, then makes screw shell be embedded in Prefabricated Concrete post at casting concrete.Pre-buried
The preferred straight screw sleeve of screw shell in Prefabricated Concrete post, under often arranging upper screw shell and often arranging
Screw shell includes 2～4 straight screw sleeves；Often row's reinforcing screw shell includes 2～4 cone spiral shells
Stricture of vagina sleeve.
(2) the lower end reserving hole channel of Vierendeel girder 2, inserts as it is shown in figure 9, reinforcing bar will be connected
Inside reserving hole channel.Connect under screw shell and connect reinforcing bar time be rotationally connected reinforcing bar with under
Screw shell carries out threaded, and operator uses spanner or pliers to clamp connection reinforcing bar,
Constantly rotate and make to threaded with lower screw shell.
It is provided with some brace rods, beam between stiffener and Vierendeel girder that Vierendeel girder upper end is laid
Top connects one end of reinforcing bar and is connected with upper screw shell.Vierendeel girder is lifted into removable support
Keeping level on steel corbel, removable support plays temporary support effect, and Vierendeel girder is with pre-
Between concrete post processed keep gap, gap can be 5cm～10cm, it is simple to workman stretch into spanner or
Person's pliers operates.
(3) it is fixed on after stiffener being connected with upper screw shell on Prefabricated Concrete post, will be even
Connect after reinforcing bar is connected with lower screw shell and be fixed on Prefabricated Concrete post, by removable support with add
Gu screw shell is fixed on Prefabricated Concrete post after connecting, wherein connects reinforcing bar and be positioned under stiffener
Side, removable support is positioned at below connection reinforcing bar；Removable support is by bolt, spiral shell
Female cooperation is fixed on the steel corbel reinforced on thread bush.
(4) mortar using high intensity is filled to reserving hole channel, is filled by the mortar of high intensity
Enter the position that Vierendeel girder bottom is adjacent with reserving hole channel, about 1/3rd, Vierendeel girder bottom
Put place.
(5), after using Vierendeel girder to connect between contiguous prefabricated concrete post, Vierendeel girder is pacified
Put precoated plate and use concrete to carry out beam slab overlapping layers to pour, completing wet seam and connect.Work as frame
Support member is removed recovery after reaching design strength by the bonding strength with Prefabricated Concrete post of setting a roof beam in place.
Claims (10)
1. a building frame construction, it is characterised in that including:
Some building foundations；
The Prefabricated Concrete post being installed on each building foundation；
The multiple single span floors being arranged on Prefabricated Concrete post；
Each single span floor includes the Vierendeel girder being arranged on Prefabricated Concrete post and is fixed on Vierendeel girder
On superimposed sheet；Described Vierendeel girder includes main frame beam and secondary frame beam, on described main frame beam
It is provided with secondary beam；Described main frame beam and secondary frame beam are separately mounted to adjacent four piece Prefabricated Concrete
On post.
2. building frame construction as claimed in claim 1, it is characterised in that: described building
Basis is cup-shaped foundation.
3. building frame construction as claimed in claim 2, it is characterised in that: described building
Basis rectangular array arrangement.
4. building frame construction as claimed in claim 1, it is characterised in that: described prefabricated
The single span first floor and two layers of two single span floor of single span it are provided with on concrete post.
5. building frame construction as claimed in claim 1, it is characterised in that: described secondary beam
Two ends be fixed on main frame beam.
6. building frame construction as claimed in claim 1, it is characterised in that: described prefabricated
The mode that concrete post is connected with main frame beam or secondary frame beam is:
Described Prefabricated Concrete post is provided with one group with the connecting portion upper end of main frame beam or secondary frame beam
Upper screw shell, lower end is provided with screw shell under a group；The upper screw shell of offside it is positioned at group
With lower screw shell by being built in the built-in bar connecting of Prefabricated Concrete post；
The lower end of described main frame beam and secondary frame beam is equipped with reserving hole channel, embeds reserving hole channel
Connection reinforcing bar be connected with lower screw shell；The upper end of described main frame beam and secondary frame beam is arranged
Having the stiffener being connected with upper screw shell, this stiffener is built in and is cast in main frame beam
Or the concrete layer on secondary frame beam；Described reserving hole channel is connected with post inner sleeve in lower rebar
After fill high-strength mortar.
7. building frame construction as claimed in claim 6, it is characterised in that: described upper spiral shell
Prefabricated Concrete column outer wall between stricture of vagina sleeve and lower screw shell is hair side, and this hair side and main frame
Set a roof beam in place or gap between secondary frame beam is connected by the wet seam arrangements of concrete.
8. the building frame construction as described in claim 1 or 6, it is characterised in that: described
Prefabricated Concrete post is provided with the removable support for temporary support.
9. a construction method for building frame construction, comprises the following steps:
(1), building foundation is set: selects suitable building foundation according to design requirement, and presses
According to design requirement, fixed building basis is set；
(2), Prefabricated Concrete post is installed: be arranged on building foundation by Prefabricated Concrete post fixing, each
One Prefabricated Concrete post is set on building foundation；
(3) the single span first floor, is built: by two main frames between adjacent four Prefabricated Concrete posts
Beam, two secondary frame beams and some secondary beams being arranged on main frame beam are built and are formed rectangle
Frame structure；Then install in frame structure in superimposed sheet makes Vierendeel girder and form the single span first floor；
(4), single span two layers is built: after the single span first floor is built, make above the single span first floor
Single span two layers is built with building the same method of the single span first floor；
(5) full single span layer, is built: use step (3) and the method for step (4), in institute
Have on Prefabricated Concrete post and build the single span first floor and single span two layers；And all single span first floors is positioned at same layer
Face, all single spans two layers are positioned at same aspect.
10. the construction method of building frame construction as claimed in claim 9, it is characterised in that:
When in described step (1), building foundation uses isolated footing, according to design requirement by independent base
Plinth is arranged in rectangular array.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383700.2A CN105951983A (en) | 2016-06-01 | 2016-06-01 | Building frame structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383700.2A CN105951983A (en) | 2016-06-01 | 2016-06-01 | Building frame structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105951983A true CN105951983A (en) | 2016-09-21 |
Family
ID=56907549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610383700.2A Pending CN105951983A (en) | 2016-06-01 | 2016-06-01 | Building frame structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105951983A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948361A (en) * | 2017-05-10 | 2017-07-14 | 南京瑞麒凰电子科技有限公司 | A kind of independent hardened structure of cushion cap pocket and foundation structure of building |
| CN107060080A (en) * | 2017-04-24 | 2017-08-18 | 宁波普利凯建筑科技有限公司 | A kind of prefabricated self-supporting structure system and construction method |
| CN108086479A (en) * | 2017-09-01 | 2018-05-29 | 王晓军 | A kind of new builing structure body |
| CN110593596A (en) * | 2019-08-23 | 2019-12-20 | 中铁大桥勘测设计院集团有限公司 | Interlayer frame structure and construction method thereof |
| CN113957993A (en) * | 2021-11-23 | 2022-01-21 | 悉地国际设计顾问（深圳）有限公司 | Assembly system and construction method thereof |
| CN119373232A (en) * | 2024-11-12 | 2025-01-28 | 西南交通大学 | A prefabricated cross-story column with short cantilever for prestressed fully assembled frame structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09105173A (en) * | 1995-10-09 | 1997-04-22 | Ando Corp | Joint structure of precast prestressed reinforced concrete frame |
| CN101294419A (en) * | 2007-04-27 | 2008-10-29 | 丁公权 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
| CN103741792A (en) * | 2014-01-02 | 2014-04-23 | 王睿敏 | Whole assembly frame system and construction method thereof |
| CN204645253U (en) * | 2015-05-29 | 2015-09-16 | 长沙怡景建材科技有限公司 | A kind of prefabricated house |
| CN105155683A (en) * | 2015-08-12 | 2015-12-16 | 四川省建筑设计研究院 | Prefabricated beam-column connection in prefabricated concrete buildings and construction method thereof |
| CN205677070U (en) * | 2016-06-01 | 2016-11-09 | 四川省第四建筑工程公司 | A kind of building frame construction |
-
2016
- 2016-06-01 CN CN201610383700.2A patent/CN105951983A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09105173A (en) * | 1995-10-09 | 1997-04-22 | Ando Corp | Joint structure of precast prestressed reinforced concrete frame |
| CN101294419A (en) * | 2007-04-27 | 2008-10-29 | 丁公权 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
| CN103741792A (en) * | 2014-01-02 | 2014-04-23 | 王睿敏 | Whole assembly frame system and construction method thereof |
| CN204645253U (en) * | 2015-05-29 | 2015-09-16 | 长沙怡景建材科技有限公司 | A kind of prefabricated house |
| CN105155683A (en) * | 2015-08-12 | 2015-12-16 | 四川省建筑设计研究院 | Prefabricated beam-column connection in prefabricated concrete buildings and construction method thereof |
| CN205677070U (en) * | 2016-06-01 | 2016-11-09 | 四川省第四建筑工程公司 | A kind of building frame construction |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060080A (en) * | 2017-04-24 | 2017-08-18 | 宁波普利凯建筑科技有限公司 | A kind of prefabricated self-supporting structure system and construction method |
| CN106948361A (en) * | 2017-05-10 | 2017-07-14 | 南京瑞麒凰电子科技有限公司 | A kind of independent hardened structure of cushion cap pocket and foundation structure of building |
| CN106948361B (en) * | 2017-05-10 | 2020-01-21 | 南京瑞麒凰电子科技有限公司 | Independent bearing platform pocket plate structure and building foundation structure |
| CN108086479A (en) * | 2017-09-01 | 2018-05-29 | 王晓军 | A kind of new builing structure body |
| CN110593596A (en) * | 2019-08-23 | 2019-12-20 | 中铁大桥勘测设计院集团有限公司 | Interlayer frame structure and construction method thereof |
| CN110593596B (en) * | 2019-08-23 | 2021-08-03 | 中铁大桥勘测设计院集团有限公司 | Interlayer frame structure and construction method thereof |
| CN113957993A (en) * | 2021-11-23 | 2022-01-21 | 悉地国际设计顾问（深圳）有限公司 | Assembly system and construction method thereof |
| CN119373232A (en) * | 2024-11-12 | 2025-01-28 | 西南交通大学 | A prefabricated cross-story column with short cantilever for prestressed fully assembled frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105951983A (en) | Building frame structure and construction method thereof | |
| CN203320738U (en) | Assembled concrete frame-shear wall structure | |
| CN211517947U (en) | Bridge case roof beam is prefabricated with shaped steel pedestal | |
| CN103669598A (en) | Layer added steel framework column base node on top of multi-layer concrete framework structure and construction method thereof | |
| CN106555453A (en) | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method | |
| CN105649360A (en) | Integral assembling type building system and installing method | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
| CN103046645A (en) | Large span prefabricated monolithic casting structure and construction method | |
| CN206707005U (en) | A kind of prefabricated PC concrete frame structure | |
| CN108842624B (en) | High pier cast-in-place cover beam composite cantilever formwork system and construction method | |
| CN113718753B (en) | Anchor underground continuous wall foundation assembled type intermediate wall and construction method | |
| CN205677070U (en) | A kind of building frame construction | |
| KR101036177B1 (en) | Construction method of building structure using PPC composite method | |
| CN102619335A (en) | Construction method of large-height small-sized cast-in-place concrete beam slab | |
| CN212802185U (en) | Prefabricated steel bar truss floor of assembled form removal-free | |
| CN109113171A (en) | A Novel Bolted Precast Concrete Frame Structure | |
| CN108978854A (en) | One kind being bolted Precast Concrete Frame | |
| KR100712354B1 (en) | PC compound construction method of underground parking lot and PC column-beam connection structure of Janspan PC beam | |
| CN109680833B (en) | Self-supporting prefabricated steel reinforced concrete wall plate component, wall, structural system and manufacturing method | |
| CN107401215A (en) | Assembled architecture and construction process | |
| CN116771182B (en) | Building structure of electronic factory building and construction method thereof | |
| CN107023078A (en) | Assemble cast-in-place combined type superposed box mesh-beam floor system and construction method | |
| CN219158117U (en) | Pipeline blocking-free laminated slab without leveling layer | |
| CN117947912A (en) | Steel bar jacking type connecting member, application structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160921 |
|
| RJ01 | Rejection of invention patent application after publication |