CN105951983A - Building frame structure and construction method thereof - Google Patents

Building frame structure and construction method thereof Download PDF

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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
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CN
China
Prior art keywords
frame
span
building
prefabricated concrete
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
Application number
CN201610383700.2A
Other languages
Chinese (zh)
Inventor
颜有光
李登龙
肖力
唐忠茂
李建波
游锐涵
赵志高
毛楷
向往
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan No7 Construction Engineering Co Ltd
Sichuan Province 4th Construction Engineering Corp
Original Assignee
Sichuan No7 Construction Engineering Co Ltd
Sichuan Province 4th Construction Engineering Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sichuan No7 Construction Engineering Co Ltd, Sichuan Province 4th Construction Engineering Corp filed Critical Sichuan No7 Construction Engineering Co Ltd
Priority to CN201610383700.2A priority Critical patent/CN105951983A/en
Publication of CN105951983A publication Critical patent/CN105951983A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/40Separate connecting elements
    • E04B1/41Connecting devices specially adapted for embedding in concrete
    • E04B1/4157Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form

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

A kind of building frame construction and construction method thereof
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.
CN201610383700.2A 2016-06-01 2016-06-01 Building frame structure and construction method thereof Pending CN105951983A (en)

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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
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

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JPH09105173A (en) * 1995-10-09 1997-04-22 Ando Corp Connecting section 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
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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 (5)

* Cited by examiner, † Cited by third party
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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

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Application publication date: 20160921