CN108149788A - A kind of assembling frame structure and its construction method - Google Patents
A kind of assembling frame structure and its construction method Download PDFInfo
- Publication number
- CN108149788A CN108149788A CN201810049119.6A CN201810049119A CN108149788A CN 108149788 A CN108149788 A CN 108149788A CN 201810049119 A CN201810049119 A CN 201810049119A CN 108149788 A CN108149788 A CN 108149788A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- column
- frame structure
- precast beam
- precast
- 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.)
- Granted
Links
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
- E04B1/20—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of assembling frame structure, including multiple vertical prefabricated units along lateral arrangement, multiple first prefabricated boards, multiple second prefabricated boards；Beam column prefabricated components include the more prefabricated posts arranged vertically, the precast beam group of multigroup height layered arrangement；Each layer of precast beam group includes the first precast beam and the second precast beam, and the both ends of the first precast beam and the second precast beam are connected in two adjacent prefabricated posts, and prefabricated post is equipped with the more prefabricated prominent beams being sequentially arranged from top to bottom；Second prefabricated board is connect by tie-beam with the first prefabricated board, the left and right sides of first prefabricated board is connect by connecting elements with the first precast beam, the left and right sides of tie-beam is connect by connecting elements with prefabricated prominent beam, and the invention further relates to a kind of construction methods of assembling frame structure.This frame structure can shorten the duration needed for construction, reduce cost, and realize the effect of frame structure strong column and weak beam.Belong to construction engineering technical field.
Description
Technical field
The present invention relates to construction engineering technical field more particularly to a kind of assembling frame structures and its construction method.
Background technology
Frame structure is a kind of structure type being formed by connecting by components such as beam, columns by node, because there is building to put down for it
Face arrangement, space separate flexible, can obtain large space, save material, from heavy and light the advantages that, be widely used in house, teaching building,
In the buildings such as office building, library.The mode of frame structure generally use cast in situs is constructed, this way general duration
Longer, construction quality depends critically upon the level of field worker, and wastes building materials, pollutes environment, belongs to the allusion quotation of extensive economy
Type represents, and does not meet the requirement of building industrialization.In addition, frame structure causes under geological process the booster action of beam because of floor
The failure mode of strong column and weak beam difficult to realize.
Invention content
For the technical problems in the prior art, the purpose of the present invention is：A kind of assembling frame structure is provided, it can
To shorten the duration needed for construction, cost is reduced, and realize the effect of frame structure strong column and weak beam.
It is another object of the present invention to：A kind of construction method of assembling frame structure is provided, can be shortened needed for construction
Duration, reduce cost, and realize the effect of frame structure strong column and weak beam.
In order to achieve the above object, the present invention adopts the following technical scheme that：
A kind of assembling frame structure, including multiple vertical prefabricated units along lateral arrangement, multiple first prefabricated boards,
Multiple second prefabricated boards；
Vertical prefabricated unit includes multiple beam column prefabricated components being connected in turn from lower to upper, and neighbouring two
A beam column prefabricated components are linked together by column column component；
Beam column prefabricated components include the more prefabricated posts arranged vertically, the precast beam of multigroup layered arrangement of height from top to bottom
Group；More prefabricated posts are along longitudinally disposed, and each layer of precast beam group includes the first precast beam and the second precast beam, and first is prefabricated
The both ends of beam are connected in two adjacent prefabricated posts, and the both ends of the second precast beam are connected in two adjacent prefabricated posts, in advance
Column processed is equipped with the more prefabricated prominent beams being sequentially arranged from top to bottom, and prefabricated prominent beam is along lateral arrangement；
The rear and front end of first prefabricated board is equipped with tie-beam, and tie-beam passes through connection along lateral arrangement, the second prefabricated board
Beam is connect with the first prefabricated board, and the left and right sides of the first prefabricated board is connect by connecting elements with the first precast beam, and second is prefabricated
The left and right sides of plate connects with the second precast beam, and the left and right sides of tie-beam is connect by connecting elements with prefabricated prominent beam.
It is further：All precast beam groups height in each vertical prefabricated unit is layered equidistant or Unequal distance cloth
It puts, the first precast beam and the second precast beam in each layer of precast beam group are in sustained height and are alternately arranged successively, all perpendicular
Into prefabricated unit, the lowermost precast beam group is in sustained height, and front end is the first precast beam in all precast beam groups.
It is further：In same vertical prefabricated unit, the height of neighbouring two beam column prefabricated components is different,
The height of two beam column prefabricated components separately is identical or different up and down；It is left in two adjacent vertical prefabricated units of left and right
The height of right two adjacent beam column prefabricated components is different；In the two vertical prefabricated units of left and right separately, left and right is separately
Two beam column prefabricated components height it is identical or different.
It is further：In a beam column prefabricated components, it is arranged on the quantity of the prefabricated prominent beam in a prefabricated post
It is identical with the quantity of precast beam group.
It is further：Column column component includes the upper prefabricated section for being embedded in prefabricated post lower end, is embedded in prefabricated post upper end
Lower prefabricated section connects bolt；The top of connection bolt is threadedly coupled with upper prefabricated section, connects the lower part of bolt and lower prefabricated section spiral shell
Line connects.
It is further：Upper prefabricated section and lower prefabricated section are equipped with multiple through-holes, the edge of upper prefabricated section and lower prefabricated section
Edge weld or be threaded on the steel reinforcement cage of prefabricated post.
It is further：Connection bolt has multiple, and the surrounding of upper prefabricated section is by connecting the surrounding of bolt and lower prefabricated section
It links together, upper prefabricated section lower end links together centrally through connection bolt and the center of lower prefabricated section upper end.
It is further：It connects bolt and includes top screw thread, middle part square, lower thread；The thread rotary orientation of top screw thread
It is opposite with the thread rotary orientation of lower thread.
It is further：The middle part square of connection bolt is projected as regular polygon.
It is further：Connecting elements includes the first link block and the second link block together is bolted, the
One link block is equipped with the first voussoir directed downwardly, and the first voussoir and the first link block form first wedge slot；Second link block is equipped with court
On the second voussoir, the second voussoir and the second link block form the second wedge slot；First voussoir is embedded in the second wedge slot, the second voussoir
In embedded first wedge slot.
A kind of construction method of assembling frame structure, includes the following steps：
The first step：The beam column prefabricated components of first stage are lifted to design position and are consolidated with basis；
Second step：First prefabricated board of integral structure and the second prefabricated board are lifted to the corresponding positions of beam column prefabricated components
Put, the first prefabricated board and the first precast beam linked together by connecting elements, by connecting elements by prefabricated prominent beam and
Tie-beam links together；
Third walks：It is irrigated with gap of the self-compacting concrete between the first prefabricated board and prefabricated post, self-compaction mixes
The intensity for coagulating soil is higher than the intensity of concrete used in beam column prefabricated components, and the first prefabricated board and first are connected with styrofoam
Gap between beam is filled, and is filled with gap of the styrofoam between the first prefabricated board and prefabricated prominent beam, with poly-
Gap of the benzene plate between the second prefabricated board and the second tie-beam is filled；
4th step：The beam column prefabricated components of next stage are lifted to the top for the beam column prefabricated components for having completed construction and are hanged
Stop, then two neighbouring beam column prefabricated components are linked together using connection bolt, the beam column for keeping lifting is prefabricated
The fall off rate of component and connection bolt to tighten rate identical；
5th step：Second step, third step and the 4th step are repeated in, until completing the construction of assembling frame structure.
Generally speaking, the invention has the advantages that：
This assembling frame structure can ensure construction quality, and the energy dissipation capacity of enhancing structure realizes that the strong column of frame structure is weak
The failure mode of beam weakens the heat bridge effect of building, shortens the construction period, and saves building materials and environmental protection, meets the requirement of building industrialization.
Beam slab prefabricated components are linked together by connecting elements and precast beam, and the quantity of connecting elements can be according to realization needs
It determines, by the form of connecting elements, weakens the connection between floor and beam, realize the purpose of strong column and weak beam.
Description of the drawings
Fig. 1 is the floor map of this assembling frame structure.
Fig. 2 is the stereoscopic schematic diagram of this assembling frame structure.
Fig. 3 is the structure diagram of multiple beam column prefabricated components.
Fig. 4 is the structure diagram of beam slab prefabricated components.
Fig. 5 is the structure diagram of connecting elements.
Fig. 6 is the structure diagram of column column component.
Fig. 7 is the structure diagram of upper prefabricated section and lower prefabricated section.
Fig. 8 is the structure diagram for connecting bolt.
Fig. 9 is the schematic diagram of assembling frame structure construction procedure.
Specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
It is now attached to what is occurred in Figure of description for the ease of uniformly checking each reference numeral inside Figure of description
Icon note is unitedly described as follows：
1 is beam column prefabricated components, and 2 be the first prefabricated board, and 3 be the second prefabricated board, and 4 be tie-beam, and 5 be lateral clearance, and 6 are
Right-angle notch, 7 be column column component, and 8 be connecting elements, and 1-1 is the first precast beam, and 1-2 is the second precast beam, and 1-3 is prefabricated post,
1-4 is prefabricated prominent beam, and 7-1 is upper prefabricated section, and 7-2 is lower prefabricated section, and 7-3 is connection bolt, and 7-4 is the logical of upper prefabricated section
Hole, 7-5 are top screw thread, and 7-6 is middle part square, and 7-7 is lower thread, and 8-1 is the first link block, and 8-2 is the second link block,
8-3 is the first voussoir, and 8-4 is first wedge slot, and 8-5 is the second voussoir, and 8-6 is the second wedge slot, and 8-7 is the spiral shell on the second link block
Bolt.
For sake of convenience, it is specified that orientation is as follows：Hereafter described direction all around and the lower upper left and right directions of Fig. 1 in itself
Unanimously, upper and lower directions when hereafter described upper and lower directions is placed naturally with frame structure is consistent, front-rear direction, that is, longitudinal direction,
Left and right directions, that is, horizontal direction.
With reference to shown in Fig. 1 to Fig. 9, a kind of assembling frame structure, including multiple vertical prefabricated lists along lateral arrangement
Member, multiple first prefabricated boards, multiple second prefabricated boards.Vertically prefabricated unit has multiple, is arranged along left and right directions.
Vertical prefabricated unit includes multiple beam column prefabricated components being connected in turn from lower to upper, and neighbouring two
A beam column prefabricated components are linked together by column column component.Overlap joint becomes one to i.e. multiple beam column prefabricated components successively from the bottom up
A vertical prefabricated unit, then overlap joint becomes another vertical prefabricated unit to multiple beam column prefabricated components successively from the bottom up again.
With reference to shown in Fig. 1, Fig. 2, Fig. 3, for each individual beam column prefabricated components：Beam column prefabricated components include
The more prefabricated posts arranged vertically, the precast beam group of multigroup layered arrangement of height from top to bottom.Prefabricated post be in vertical state, more
Prefabricated post along longitudinally disposed, i.e., for more prefabricated posts in single beam column prefabricated components is arranged along front-rear direction.
Each layer of precast beam group includes the first precast beam and the second precast beam, and the both ends of the first precast beam are connected to adjacent two in advance
On column processed, the both ends of the second precast beam are connected in two adjacent prefabricated posts, and prefabricated post is equipped with more from top to bottom successively
The prefabricated prominent beam of arrangement, prefabricated prominent beam is along lateral arrangement.It is all prefabricated posts in single beam column prefabricated components, all
First precast beam, the second all precast beams, all prefabricated prominent Liang Doushi are whole in the advance pouring molding of factory together,
It is exactly first integral prefabricated in factory, i.e., each beam column prefabricated component is integral prefabricated forms.The beam column of the present invention is pre-
In component processed, there are four prefabricated posts and arranged along front-rear direction；Some beam column prefabricated components (height is higher) it is prefabricated
Beam group has three layers, correspondingly, has three prefabricated prominent beams in each prefabricated post, some beam column prefabricated components are (highly than relatively low
) precast beam group have two layers, correspondingly, there is two prefabricated prominent beams in each prefabricated post.Multigroup precast beam group is from upper
It arranges down, and the spacing between two adjacent groups precast beam group is identical or different.For each group of precast beam group：
The rear end of first precast beam and a prefabricated post are prefabricated together, and the front end of the first precast beam and another prefabricated post are prefabricated one
It rises, the rear end of the second precast beam is prefabricated together with a prefabricated post, and the front end of the second precast beam and another prefabricated post are prefabricated
Together.The height of beam column prefabricated components be subject to pre-fabricated factory processing and road capacity, using 3 layers of precast beam group as
Preferably.The length of prefabricated prominent beam is advisable with reaching at inflection point.Two adjacent beam column prefabricated components of left and right are prefabricated by beam slab
Component is linked together by connecting elements.
With reference to shown in Fig. 1, Fig. 2, Fig. 4, the rear and front end of the first prefabricated board is equipped with tie-beam, and tie-beam is along lateral cloth
It puts, the second prefabricated board is connect by tie-beam with the first prefabricated board.It is the first prefabricated board for linking together, tie-beam, second pre-
Making sheet is whole in the advance pouring molding of factory together, that is, first integral prefabricated in factory is formed.By it is integral prefabricated
The first prefabricated board, tie-beam, the second prefabricated board together is known as beam slab prefabricated components；In general：One beam slab prefabricated component
In, there are two the first prefabricated board, second prefabricated board, four tie-beams；The rear and front end of two the first prefabricated boards is prefabricated
There is tie-beam, the rear end of the second prefabricated board and the connection on some first prefabricated board are beam prefabricated together, before the second prefabricated board
End and the connection on another first prefabricated board are beam prefabricated together.Certainly, according to actual conditions, a beam slab prefabricated components
In, the first prefabricated board, the second prefabricated board quantity should be depending on actual conditions.Pass through company at left and right sides of first prefabricated board
Connection member is connect with the first precast beam, and the left and right sides of the second prefabricated board connects with the second precast beam, the left and right sides of tie-beam
It is connect by connecting elements with prefabricated prominent beam.Two groups of adjacent precast beam groups of left and right are connected to one by one beam slab prefabricated component
It rises, two groups of adjacent precast beam groups of this left and right are in sustained height, and are belonging respectively to two adjacent vertical prefabricated units of left and right
Interior component.For a beam slab prefabricated components：First prefabricated board to pass on left connecting elements vertically prefabricated with the left side
The first precast beam connection of unit, the right side of first prefabricated board are first pre- by connecting elements and the vertical prefabricated unit in the right
Beam connection processed；The left side of second prefabricated board is connect with the second precast beam of the vertical prefabricated unit in the left side, the right side of second prefabricated board
Side is connect with the second precast beam of the vertical prefabricated unit in the right；Tie-beam passes on left connecting elements and the left side vertically prefabricated list
The prefabricated prominent beam connection of member, the right side of the tie-beam are connected by the prefabricated prominent beam of connecting elements and the vertical prefabricated unit in the right
It connects.First prefabricated board and the second prefabricated board can form lateral clearance, and prefabricated prominent beam is inserted into the lateral clearance and is connect with tie-beam
Together.Four corners of the first prefabricated board are equipped with right-angle notch, the side of the first prefabricated board at the first prefabricated board right-angle notch
Face is known as right angle side panel, and prefabricated post is inserted into the right-angle notch of the first prefabricated board, and right angle side panel is by connecting elements and in advance
Column processed links together, and right angle side panel againsts prefabricated post.
All precast beam groups height layering equidistant placement in each vertical prefabricated unit, i.e., in a vertical prefabricated list
In member, all precast beam groups arrange from lower to upper, and the spacing of two adjacent groups precast beam group is identical.Each layer of precast beam
The first precast beam and the second precast beam in group are in sustained height and are alternately arranged successively, i.e., in one group of precast beam group, the
One precast beam and the second precast beam are alternately arranged and successively in sustained heights.The length of first precast beam is more than the second precast beam
Length, the lowermost precast beam group is in sustained height in all vertical prefabricated units, front end in all precast beam groups
For the first precast beam, i.e., for each vertical prefabricated unit, precast beam group is up arranging, and spacing is all in layer
It is the same.For all precast beam groups, otherwise front end is all the first precast beam or is all the second precast beam.
According to actual conditions, all precast beam groups in each vertical prefabricated unit can not also equidistant placement, each layer of precast beam
The first precast beam and the second precast beam in group can not also be on sustained heights.
In same vertical prefabricated unit, the height of neighbouring two beam column prefabricated components is different, up and down separately
Two beam column prefabricated components height it is identical or different；Two beam column prefabricated components separately refer to the two beams up and down
Only there are one beam column prefabricated components, such as first beam column prefabricated component and third beam column prefabricated components between column prefabricated components
Two beam column prefabricated components referred to as separately.In two adjacent vertical prefabricated units of left and right, two adjacent beam columns of left and right
The height of prefabricated components is different.In the two vertical prefabricated units of left and right separately, the two prefabricated structures of beam column of left and right separately
The height of part is identical or different, and left and right two vertical prefabricated units separately refer between the two vertical prefabricated units
There are one vertical prefabricated units.
In a beam column prefabricated components, the quantity of prefabricated prominent beam and the precast beam group that are arranged in a prefabricated post
Quantity is identical.I.e. in a prefabricated post, the quantity of prefabricated prominent beam with it is pre- in the beam column prefabricated components where the prefabricated post
The quantity of beam group processed is identical.
With reference to shown in Fig. 2, Fig. 6, Fig. 7, Fig. 8, column column component include the prefabricated upper prefabricated section in prefabricated post lower end, it is prefabricated
The lower prefabricated section of prefabricated post upper end connects bolt.Upper prefabricated section is located at the lower end of prefabricated post, and upper prefabricated section is whole with prefabricated post
Prefabricated to form, lower prefabricated section is located at the upper end of prefabricated post, and lower prefabricated section and prefabricated post are integral prefabricated form.In a column
In column component, upper prefabricated section is located at the lower end of certain root prefabricated post, and lower prefabricated section is located at prefabricated post adjacent under the root prefabricated post
Upper end, connection bolt then connects upper prefabricated section and lower prefabricated section, so as to which neighbouring two prefabricated posts be connected
Get up.The top of connection bolt is threadedly coupled with upper prefabricated section, and the lower part for connecting bolt is threadedly coupled with lower prefabricated section.In stress
Larger floor, it is possible to increase the pre-buried depth of upper prefabricated section and lower prefabricated section.Polyacrylonitrile-radical can be selected in the material of column column component
The composite materials such as carbon fiber laminated material or fibre reinforced vinyl ester resin carry out 3D printing.
Upper prefabricated section and lower prefabricated section are equipped with multiple through-holes, and the edge of the edge of upper prefabricated section and lower prefabricated section welds
Or it is threaded on the steel reinforcement cage of prefabricated post.Beam column prefabricated components are poured by concrete and steel reinforcement cage, and upper pre-
Clamp dog and lower prefabricated section pour again with together with beam column prefabricated components, therefore when pouring, and concrete can be also poured into upper prefabricated
In the through-hole of block and lower prefabricated section, so as to reduce the weakening to concrete section；Upper prefabricated section and lower prefabricated section generally use
Steel are made, and the edge of the edge of upper prefabricated section and lower prefabricated section can be welded on steel reinforcement cage, alternatively, the edge of upper prefabricated section
It is connected on steel reinforcement cage with the edge-wise threads of lower prefabricated section.
Connection bolt has multiple, and the surrounding of upper prefabricated section is linked together by connecting the surrounding of bolt and lower prefabricated section,
Upper prefabricated section lower end links together centrally through connection bolt and the center of lower prefabricated section upper end.In the present invention, spiral shell is connected
Bolt has 5, and four connection bolts are distributed in four corners of prefabricated section, and the 5th connection bolt is located in upper prefabricated section
The heart.
It connects bolt and includes top screw thread, middle part square, lower thread；The thread rotary orientation of top screw thread and lower thread
Thread rotary orientation is opposite.Other equipment may be used in this way and turn middle part square, due to thread rotary orientation on the contrary, therefore upper link block and
Lower connecting block can be close to each other, so as to which adjacent upper prefabricated post and lower prefabricated post be linked together.Middle part square is convenient for use
Other equipment carries out turning connection bolt, and middle part square is projected as regular polygon.It is had on the steel reinforcement cage of prefabricated post multiple by upper
The encryption stirrup being sequentially distributed down, the spacing of two neighboring encryption stirrup is the same, and steel reinforcement cage is in vertical state, and encryption is bound round
The spacing of muscle and the length of middle part square are the same.
With reference to shown in Fig. 2, Fig. 5, connecting elements includes being bolted the first link block and the second connection together
Block, the first link block are equipped with the first voussoir directed downwardly, and the first voussoir and the first link block form first wedge slot, and first wedge slot is opened
Mouth is in lower section.Second link block is equipped with the second voussoir upward, and the second voussoir and the second link block form the second wedge slot, the second wedge
The opening of slot is above.First voussoir is embedded in the second wedge slot, in the second voussoir insertion first wedge slot.First prefabricated board and first
Tie-beam, the right angle side panel of the first prefabricated board and prefabricated post, the second prefabricated board and the second tie-beam, the first prefabricated board with it is prefabricated
Prominent beam, prefabricated prominent beam and tie-beam are all connected by connecting elements.It is connected below with the first prefabricated board and first
Liang Weilie is illustrated：The left side of first link block and the first prefabricated board is prefabricated together, is to pour together, the
Two link blocks with first connect it is beam prefabricated together, then the first voussoir be embedded in the second wedge slot in, the second voussoir insertion first wedge
In slot, while the first link block and the second link block are also bolted together.
It is existing in factory or construction to be divided into several units by this assembling frame structure and its construction method for frame structure
Field progress is prefabricated, is assembled at the construction field (site) after completing maintenance, and beam column and floor parts are detached, and weakens floor to beam
Booster action weakens the heat bridge effect of building.This method can ensure construction quality, shorten the construction period, and save building materials and environmental protection, symbol
It builds jointly and builds industrialized requirement, realize the failure mode of frame structure strong column and weak beam.In conventional frame structure, beam is whole with floor
Body pours together, and this form causes the rigidity of beam to increase very much so that frame structure is difficult to realize strong column and weak beam
Failure mode.In the present invention, beam slab prefabricated components are linked together by connecting elements and precast beam, the number of connecting elements
Amount can need to determine, by the form of connecting elements, weaken the connection between floor and beam, realize strong according to realizing
The purpose of the weak beam of column.
With reference to shown in Fig. 9, a kind of construction method of assembling frame structure includes the following steps：
The first step：The beam column prefabricated components of first stage are lifted to design position and are consolidated with basis；First will each it erect
To prefabricated unit first beam column prefabricated part hanging to the position set, and by the beam column prefabricated components and the basis of underground
It is fixed together.
Second step：First prefabricated board of integral structure and the second prefabricated board are lifted to the corresponding positions of beam column prefabricated components
Put, the first prefabricated board and the first precast beam linked together by connecting elements, by connecting elements by prefabricated prominent beam and
Tie-beam links together；Beam column prefabricated components, then hoisting beam plate prefabricated member are first lifted, by beam slab prefabricated components and beam column
Prefabricated components link together.
Third walks：It is irrigated with gap of the self-compacting concrete between the first prefabricated board and prefabricated post, self-compaction mixes
The intensity for coagulating soil is higher than the intensity of concrete used in beam column prefabricated components, the intensity structure more prefabricated than beam column of self-compacting concrete
The high grade of intensity of concrete used in part, with gap of the styrofoam between the first prefabricated board and the first tie-beam into
Row filling, is filled with gap of the styrofoam between the first prefabricated board and prefabricated prominent beam, prefabricated to second with styrofoam
Gap between plate and the second tie-beam is filled.After i.e. prefabricated components and beam slab prefabricated components install, mixed with self-compaction
Solidifying soil and styrofoam are filled corresponding gap.It is carried out with gap of the styrofoam between the first prefabricated board and precast beam group
Filling, is filled with gap of the styrofoam between the first prefabricated board and prefabricated prominent beam.
4th step：The beam column prefabricated components of next stage are lifted to the top for the beam column prefabricated components for having completed construction and are hanged
Stop, then two neighbouring beam column prefabricated components are linked together using connection bolt, the beam column for keeping lifting is prefabricated
The fall off rate of component and connection bolt to tighten rate identical；
5th step：Second step, third step and the 4th step are repeated in, until completing the construction of assembling frame structure.
Above-described embodiment is the preferable embodiment of the present invention, but embodiments of the present invention are not by above-described embodiment
Limitation, other any Spirit Essences without departing from the present invention with made under principle change, modification, replacement, combine, simplification,
Equivalent substitute mode is should be, is included within protection scope of the present invention.
Claims (10)
1. a kind of assembling frame structure, it is characterised in that：Including multiple vertical prefabricated units along lateral arrangement, Duo Ge
One prefabricated board, multiple second prefabricated boards；
Vertical prefabricated unit includes multiple beam column prefabricated components being connected in turn from lower to upper, neighbouring two beams
Column prefabricated components are linked together by column column component；
Beam column prefabricated components include the more prefabricated posts arranged vertically, the precast beam group of multigroup layered arrangement of height from top to bottom；
For more prefabricated posts along longitudinally disposed, each layer of precast beam group includes the first precast beam and the second precast beam, the first precast beam
Both ends be connected in two adjacent prefabricated posts, the both ends of the second precast beam are connected in two adjacent prefabricated posts, prefabricated
Column is equipped with the more prefabricated prominent beams being sequentially arranged from top to bottom, and prefabricated prominent beam is along lateral arrangement；
The rear and front end of first prefabricated board is equipped with tie-beam, tie-beam along lateral arrangement, the second prefabricated board by tie-beam with
First prefabricated board connects, and the left and right sides of the first prefabricated board is connect by connecting elements with the first precast beam, the second prefabricated board
The left and right sides connects with the second precast beam, and the left and right sides of tie-beam is connect by connecting elements with prefabricated prominent beam.
2. a kind of assembling frame structure described in accordance with the claim 1, it is characterised in that：In each vertical prefabricated unit
All precast beam groups height layering equidistant placements, the first precast beam and the second precast beam in each layer of precast beam group are in same
It is alternately arranged highly and successively, the lowermost precast beam group is in sustained height, all precast beams in all vertical prefabricated units
Front end is the first precast beam in group.
3. a kind of assembling frame structure described in accordance with the claim 1, it is characterised in that：In same vertical prefabricated unit,
The height of two neighbouring beam column prefabricated components is different, up and down the height of two beam column prefabricated components separately it is identical or
It is different；In two adjacent vertical prefabricated units of left and right, the height of two adjacent beam column prefabricated components of left and right is different；Left and right phase
In two vertical prefabricated units at interval, the height of the two beam column prefabricated components of left and right separately is identical or different.
4. a kind of assembling frame structure described in accordance with the claim 1, it is characterised in that：In a beam column prefabricated components,
The quantity for being arranged on the prefabricated prominent beam in a prefabricated post is identical with the quantity of precast beam group.
5. a kind of assembling frame structure described in accordance with the claim 1, it is characterised in that：Column column component includes prefabricated prefabricated
The upper prefabricated section of column lower end, the prefabricated lower prefabricated section in prefabricated post upper end connect bolt；Connect the top of bolt and upper prefabricated section
It is threadedly coupled, the lower part for connecting bolt is threadedly coupled with lower prefabricated section.
6. according to a kind of assembling frame structure described in claim 5, it is characterised in that：Upper prefabricated section and lower prefabricated section are all provided with
There are multiple through-holes, the edge of the edge of upper prefabricated section and lower prefabricated section is welded or is threaded on the steel reinforcement cage of prefabricated post.
7. according to a kind of assembling frame structure described in claim 5, it is characterised in that：Connection bolt have it is multiple, it is upper prefabricated
The surrounding of block is linked together by connecting the surrounding of bolt and lower prefabricated section, upper prefabricated section lower end centrally through connection bolt
It links together with the center of lower prefabricated section upper end.
8. according to a kind of assembling frame structure described in claim 5, it is characterised in that：It connects bolt and includes top screw thread,
Middle part square, lower thread；The thread rotary orientation of top screw thread and the thread rotary orientation of lower thread are opposite.
9. a kind of assembling frame structure described in accordance with the claim 1, it is characterised in that：Connecting elements includes connecting by bolt
The first link block and the second link block being connected together, the first link block are equipped with the first voussoir directed downwardly, the first voussoir and first
Link block forms first wedge slot；Second link block is equipped with the second voussoir upward, and the second voussoir and the second link block form second
Wedge slot；First voussoir is embedded in the second wedge slot, in the second voussoir insertion first wedge slot.
10. a kind of construction method of assembling frame structure described in claim 1, it is characterised in that：Include the following steps：
The first step：The beam column prefabricated components of first stage are lifted to design position and are consolidated with basis；
Second step：First prefabricated board of integral structure and the second prefabricated board are lifted to the corresponding position of beam column prefabricated components, led to
It crosses connecting elements the first prefabricated board and the first precast beam link together, by connecting elements by prefabricated prominent beam and tie-beam
It links together；
Third walks：It is irrigated with gap of the self-compacting concrete between the first prefabricated board and prefabricated post, self-compacting concrete
Intensity be higher than the intensity of concrete used in beam column prefabricated components, with styrofoam to the first prefabricated board and the first tie-beam it
Between gap be filled, be filled with gap of the styrofoam between the first prefabricated board and prefabricated prominent beam, use styrofoam
Gap between the second prefabricated board and the second tie-beam is filled；
4th step：Lift next stage beam column prefabricated components to completed construction beam column prefabricated components top and hovering,
Then two neighbouring beam column prefabricated components are linked together using connection bolt, keeps the beam column prefabricated components of lifting
Fall off rate and connection bolt to tighten rate identical；
5th step：Second step, third step and the 4th step are repeated in, until completing the construction of assembling frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810049119.6A CN108149788B (en) | 2018-01-18 | 2018-01-18 | Assembled frame structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810049119.6A CN108149788B (en) | 2018-01-18 | 2018-01-18 | Assembled frame structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108149788A true CN108149788A (en) | 2018-06-12 |
| CN108149788B CN108149788B (en) | 2023-05-12 |
Family
ID=62461901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810049119.6A Active CN108149788B (en) | 2018-01-18 | 2018-01-18 | Assembled frame structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108149788B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518802A (en) * | 2018-12-03 | 2019-03-26 | 上海建工二建集团有限公司 | Assembled beam-column structure and construction method thereof |
| CN109667350A (en) * | 2019-01-30 | 2019-04-23 | 沈阳建筑大学 | A kind of assembling frame structure node based on screw rod tenon structure |
| CN110206347A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of assembled electronic workshop end bay structure and its construction method |
| CN110984368A (en) * | 2019-06-28 | 2020-04-10 | 王海崴 | Steel plate component for connecting frame structure support steel bar and beam steel bar |
| CN113513178A (en) * | 2021-03-02 | 2021-10-19 | 江苏吴中建设集团有限公司 | Rack-shaped seam assembly type beam plate |
| CN115404980A (en) * | 2022-08-09 | 2022-11-29 | 四川宇砼建材有限公司 | Novel UHPC-based precast concrete frame structure system and construction method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4443985A (en) * | 1981-08-31 | 1984-04-24 | Jaime Moreno | Composite building construction comprising a combination of precast and poured-in-place concrete |
| JP2008014047A (en) * | 2006-07-06 | 2008-01-24 | Okumura Corp | Beam-column connection portion structure and method of constructing the same |
| CN102191826A (en) * | 2011-07-08 | 2011-09-21 | 常州灵通展览用品有限公司 | Lamplight wall |
| WO2012072671A1 (en) * | 2010-11-30 | 2012-06-07 | Maurice O'brien | A composite beam flooring system |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104405091A (en) * | 2014-11-21 | 2015-03-11 | 重庆大军建材有限公司 | Vertical column for connecting foot plate frame and vertical column and transverse rod connecting piece |
| CN105839846A (en) * | 2016-03-22 | 2016-08-10 | 哈尔滨工业大学 | Prefabricated reinforced concrete composite beam |
| CN106760507A (en) * | 2017-01-19 | 2017-05-31 | 河南工业大学 | Cast-in-place column and its construction method in a kind of civil construction |
| CN207794300U (en) * | 2018-01-18 | 2018-08-31 | 广州大学 | A kind of assembling frame structure |
-
2018
- 2018-01-18 CN CN201810049119.6A patent/CN108149788B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4443985A (en) * | 1981-08-31 | 1984-04-24 | Jaime Moreno | Composite building construction comprising a combination of precast and poured-in-place concrete |
| JP2008014047A (en) * | 2006-07-06 | 2008-01-24 | Okumura Corp | Beam-column connection portion structure and method of constructing the same |
| WO2012072671A1 (en) * | 2010-11-30 | 2012-06-07 | Maurice O'brien | A composite beam flooring system |
| CN102191826A (en) * | 2011-07-08 | 2011-09-21 | 常州灵通展览用品有限公司 | Lamplight wall |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104405091A (en) * | 2014-11-21 | 2015-03-11 | 重庆大军建材有限公司 | Vertical column for connecting foot plate frame and vertical column and transverse rod connecting piece |
| CN105839846A (en) * | 2016-03-22 | 2016-08-10 | 哈尔滨工业大学 | Prefabricated reinforced concrete composite beam |
| CN106760507A (en) * | 2017-01-19 | 2017-05-31 | 河南工业大学 | Cast-in-place column and its construction method in a kind of civil construction |
| CN207794300U (en) * | 2018-01-18 | 2018-08-31 | 广州大学 | A kind of assembling frame structure |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518802A (en) * | 2018-12-03 | 2019-03-26 | 上海建工二建集团有限公司 | Assembled beam-column structure and construction method thereof |
| CN109667350A (en) * | 2019-01-30 | 2019-04-23 | 沈阳建筑大学 | A kind of assembling frame structure node based on screw rod tenon structure |
| CN110206347A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of assembled electronic workshop end bay structure and its construction method |
| CN110984368A (en) * | 2019-06-28 | 2020-04-10 | 王海崴 | Steel plate component for connecting frame structure support steel bar and beam steel bar |
| CN110984371A (en) * | 2019-06-28 | 2020-04-10 | 王海崴 | Steel plate component for connecting frame structure support steel bar and beam steel bar |
| CN110984369A (en) * | 2019-06-28 | 2020-04-10 | 王海崴 | Steel plate component for connecting frame structure support steel bar and beam steel bar |
| CN113513178A (en) * | 2021-03-02 | 2021-10-19 | 江苏吴中建设集团有限公司 | Rack-shaped seam assembly type beam plate |
| CN115404980A (en) * | 2022-08-09 | 2022-11-29 | 四川宇砼建材有限公司 | Novel UHPC-based precast concrete frame structure system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108149788B (en) | 2023-05-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108149788A (en) | A kind of assembling frame structure and its construction method | |
| CN103469733B (en) | A kind of from falling molding box joist steel Guan Beilei door opening support and bearing method thereof | |
| CN103321421B (en) | The one-time formed construction method of a kind of concrete water pool wall | |
| CN203320738U (en) | Assembled concrete frame-shear wall structure | |
| CN106013565B (en) | The production method of 3D printing truss cassette ceiling unit | |
| CN104790675B (en) | Reinforced concrete block masonry structure assemblage construction method | |
| CN106592440B (en) | A kind of construction method of prefabricated subsection type bridge pier | |
| CN104652671A (en) | Prefabricated assembly-type concrete outer-hanging wallboard fixing device and installation method | |
| CN105625568B (en) | Assembly concrete orthogonal spatial space lattice boxlike tube-in-tube structure | |
| CN102839601A (en) | Fixed connection structure for steel pier column and cushion cap of portal rigid frame overbridge and construction method of fixed connection structure | |
| CN108547311B (en) | Independent foundation under prefabricated assembled shaped steel concrete column | |
| CN206428551U (en) | A kind of repeatable assembled engagement temporary pavement plate utilized of monoblock type | |
| CN107605038A (en) | A kind of assembled steel and concrete frame space modular structure and system and construction method | |
| CN107859435A (en) | A kind of full assembling lightweight steel construction bounding wall system and assemble method | |
| CN107246016A (en) | A kind of suspension type inner support system and foundation ditch construction method suitable for base pit engineering | |
| CN207794300U (en) | A kind of assembling frame structure | |
| CN103726613A (en) | Novel fabricated concrete column | |
| CN103711199B (en) | Method and structure for processing construction joints at large-section beam and column joints | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN106522094B (en) | A kind of Sarasota crosses segment structure and construction method | |
| CN206328863U (en) | Prefabricated assembled frame beam column structure | |
| CN205917729U (en) | Cast member assembled subway station | |
| CN102733544B (en) | Pretension prestress composite beam prefabricated component having gaps and corbels | |
| CN204589831U (en) | A kind of rc beam bridge girder reinforcing construction | |
| CN206503063U (en) | Prefabricated assembled Wavelike steel webplate T beam bridges |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |