CN108867880A - A kind of assembled steel Reinforced Concrete Buildings - Google Patents
A kind of assembled steel Reinforced Concrete Buildings Download PDFInfo
- Publication number
- CN108867880A CN108867880A CN201811063066.XA CN201811063066A CN108867880A CN 108867880 A CN108867880 A CN 108867880A CN 201811063066 A CN201811063066 A CN 201811063066A CN 108867880 A CN108867880 A CN 108867880A
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- Prior art keywords
- column
- combination
- wall
- floor
- shear wall
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 21
- 239000010959 steel Substances 0.000 title claims abstract description 21
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000004575 stone Substances 0.000 claims description 8
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 4
- 238000005034 decoration Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 230000010354 integration Effects 0.000 claims description 3
- 238000010422 painting Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 238000000034 method Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 13
- 230000007613 environmental effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 210000003205 muscle Anatomy 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of assembled steel Reinforced Concrete Buildings, including the combination of wall, corner post, side column combination, the combination of middle column combination, plate-girder and shear wall combination, wherein：Wall includes exterior wall and interior wall, can be equipped with window opening on exterior wall, interior wall can gating hole.The present invention is broken through by member unit combination with beam, column, plate separating making component, with beam, column, plate infall tie point traditional erection method, Jiang Liang, plate, column organically combine, form wall, corner post combination, side column combination, the combination of middle column combination, plate-girder and shear wall combination, its is reasonable in design, and the overlap joint reinforcing bar stretched out by its port is attached, then scene pours concrete by design requirement, building assembly rate can be effectively improved, ensure that the stress of tie point is scientific and reasonable, shorten construction period simultaneously, improve construction efficiency, promotes the performance of enterprises.
Description
Technical field
The present invention relates to assembly concrete technical field of buildings more particularly to a kind of assembled steel Reinforced Concrete Buildings.
Background technique
Currently, China carries forward vigorously architectural industrialization process, in policy, fund level A clear guidance construction industry to industrialization
Direction is developed, and traditional construction mode is promoted to change to modern methods such as energy-saving and environmental protection, green, science and technology.Assembly concrete
(PC) building is the emphasis of building industrialization development, but its technological layer still has that building shape is limited, prefabricated rate is low, node connects
Connect poor reliability, it is less economical the disadvantages of, make its marketization popularization be subject to certain restrictions.And the higher steel construction of industrialization degree
Building equally enables owner hang back due to there is the problems such as construction and maintenance cost are high, anti-corrosion fire protecting performance is poor.In addition, I
State promotes always the high performance energy conservation and environmental protection material such as high-strength steel, high-strength concrete in the application of building engineering field, but is limited by
The limiting factors such as material fragility, the stability of code requirement, make slow progress.
Summary of the invention
The purpose of the present invention is overcome the deficiencies of the prior art and provide a kind of reasonable in design, economical and practical and can have
Effect improves a kind of assembled steel Reinforced Concrete Buildings of building assembly rate
Technical scheme is as follows：A kind of assembled steel Reinforced Concrete Buildings, including the combination of wall, corner post, side column group
Conjunction, the combination of middle column combination, plate-girder and shear wall combination, wherein：Wall includes exterior wall and interior wall, can be equipped with window opening, interior wall on exterior wall
It can gating hole；
The corner post combination includes column, floor and beam, and column is fixedly mounted on floor two sides junction, floor two sides bottom
Portion is equipped with beam；
Side column combination includes column, floor and beam, and column is fixed in the middle part of floor a side, and floor slab bottoms are equipped with beam, Liang Yi
End is fixedly connected with column；
Middle column combination includes column, floor and beam, and column is fixed in the middle part of floor, and floor slab bottoms are equipped with beam；
Plate-girder combination includes floor and beam, and beam is set to floor slab bottoms；
Shear wall combination is to be combined by shear wall with corner post or side column combines or middle column combination or plate-girder combine the group formed
It closes, the beam or floor that shear wall group is closed are provided with shear wall by design respectively up and down；
The column, beam and shear wall port are all provided with hole, and the side of column is equipped with tongue and groove or connection reinforcing bar；
The column, floor, beam and shear wall peripheral port are reserved with overlap joint reinforcing bar.
Preferably, the section of column and beam may be designed to rectangle, I-shaped, T shape, cross, L shape or circle.
Preferably, exterior wall and interior wall are made into metope inside and outside the integration for exempting from painting decoration, exterior wall and interior using integral mold plate
Wall includes fine-stone concrete filled board and insulating layer, and fine-stone concrete filled board, which passes through insulating layer and is uniformly arranged, to be reliably connected part and form entirety.
Preferably, reserved overlap joint the reserved of reinforcing bar in column, floor, beam and shear wall periphery is all satisfied code requirement.
Preferably, corner post combination, side column combination, the combination of middle column combination, plate-girder, wall and shear wall group close and are equipped with suspension hook
And coding.
Preferably, the overlap joint steel of the port reservation of the port of column and column, the port of floor and floor, shear wall and shear wall
Muscle is all made of welding or mechanical connection, and installs typified form in port peripheral, and scene is by design from top or reserving hole
It is required that pouring concrete, vibration compacting is simultaneously conserved；
The installation of the port of wall and column, floor and beam is starched using wall lower part and floor using seat, and wall port passes through reserved with column
Hole and tongue and groove grouting, wall top and beam be in the milk by reserved hole.
Technical effect and advantage of the invention：
1, the present invention is combined by member unit breaks through with beam, column, plate separating making component, is connected with beam, column, plate infall
Traditional erection method of contact, Jiang Liang, plate, column organically combine, composition wall, corner post combination, side column combination, middle column combination, plate
Beam combination and shear wall combination, it is reasonable in design, and the overlap joint reinforcing bar stretched out by its port is attached, it is then live
Concrete is poured by design requirement, building assembly rate can be effectively improved, it is ensured that the stress of tie point is scientific and reasonable；
2, wall of the invention uses fine-stone concrete filled board and insulating layer, reduces construction engineering cost, promotes building aseismicity
Energy and fire resistance guarantee energy conservation and environmental protection while Building Structure Strength；
3, the present invention is using coding in combination with BIM technology, and reasonably combined by organic assembling, realization science quickly connects,
Shorten construction period, improve construction efficiency, promotes the performance of enterprises.
Detailed description of the invention
Fig. 1 is overall construction schematic diagram of the invention.
Fig. 2 is corner post schematic diagram of the invention.
Fig. 3 is side column schematic diagram of the invention.
Fig. 4 is center pillar schematic diagram of the invention.
Fig. 5 is plate of the invention, beam schematic diagram.
Fig. 6 is shear wall schematic diagram of the invention.
Fig. 7 is Exterior Wall Components schematic diagram of the invention.
Fig. 8 is exterior wall schematic cross-section of the invention.
Fig. 9 is outer wall window schematic cross-section of the invention.
Figure 10 is interior wall Component composition schematic diagram of the invention.
Figure 11 is interior wall schematic cross-section of the invention.
Figure 12 is the connection schematic diagram of column of the invention.
Figure 13 is the connection schematic diagram of beam of the invention.
Figure 14 is the connection schematic diagram of plate of the invention.
Figure 15 is the connection schematic diagram of shear wall of the invention.
Figure 16 is the connection schematic diagram of wall and column plate-girder of the invention.
In figure：1- column, 2- floor, 3- beam, 4- shear wall, 5- wall, 5-1- exterior wall, 5-2- interior wall, 5-3- fine-stone concrete are sandwich
Plate, 5-4- connector, 5-5- insulating layer, the combination of 6- corner post, 7- side column combines, column combination, the combination of 9- plate-girder, 10- are sheared in 8-
Wall combination, 11- window opening, 12- hole, 13- tongue and groove, 14- overlap joint reinforcing bar, 15- suspension hook, 16- coding.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment 1 please refers to Fig. 1-Figure 11, a kind of assembled steel Reinforced Concrete Buildings, including the combination of wall 5, corner post 6, side
Column combination 7, middle column combination 8, plate-girder combination 9 and shear wall combination 10, wherein：Wall 5 includes exterior wall 5-1 and interior wall 5-2, exterior wall 5-
Window opening 11 can be equipped on 1, interior wall 5-2 can gating hole；
The corner post combination 6 includes column 1, floor 2 and beam 3, and column 1 is fixedly mounted on 2 two sides junction of floor, floor 2
Two sides bottom is equipped with beam 3；
Side column combination 7 includes column 1, floor 2 and beam 3, and column 1 is fixed in the middle part of 2 a side of floor, and 2 bottom of floor is equipped with
Beam 3,3 one end of beam are fixedly connected with column 1；
Middle column combination 8 includes column 1, floor 2 and beam 3, and column 1 is fixed at 2 middle part of floor, and 2 bottom of floor is equipped with beam 3；
Plate-girder combination 9 includes floor 2 and beam 3, and beam 3 is set to 2 bottom of floor；
Shear wall combination 10 be combine by shear wall 4 with corner post 6 or side column combine 7 middle column combination 8 or plate-girder combination 9 shapes
At combination, shear wall combination 10 on beam 3 or about 2 floor design is provided with shear wall 4 respectively；
The column 1, beam 3 and 4 port of shear wall are all provided with hole 12, and the side of column 1 is equipped with tongue and groove 13 or connection reinforcing bar；
The column 1, floor 2, beam 3 and 4 peripheral port of shear wall are reserved with overlap joint reinforcing bar 14.
Embodiment 2, a kind of assembled steel Reinforced Concrete Buildings, wherein：The section of column 1 and beam 3 may be designed to rectangle, I-shaped
Shape, T shape, cross, L shape or circle.Remaining is the same as embodiment 1.
Embodiment 3 please refers to Fig. 7-Figure 11, a kind of assembled steel Reinforced Concrete Buildings, wherein：Exterior wall 5-1 and interior wall 5-2
Metope inside and outside the integration for exempting from painting decoration is made into using integral mold plate, exterior wall 5-1 and interior wall 5-2 include fine-stone concrete filled board 5-
3 and insulating layer 5-5, fine-stone concrete filled board 5-3, which pass through insulating layer 5-5 and be uniformly arranged, to be reliably connected part 5-4 and forms entirety, can be effective
It reduces project cost, promote anti-seismic performance and fire resistance, guarantee energy conservation and environmental protection while Building Structure Strength.Remaining is the same as implementation
Example 1.
Embodiment 4 please refers to Fig. 2-Fig. 6, a kind of assembled steel Reinforced Concrete Buildings, wherein：It column 1, floor 2, beam 3 and cuts
Reserved overlap joint the reserved of reinforcing bar 14 in 4 periphery of power wall is all satisfied code requirement.Remaining is the same as embodiment 1.
Embodiment 5 please refers to Fig. 2-Fig. 7 and Figure 10, a kind of assembled steel Reinforced Concrete Buildings, wherein：Corner post combination 6,
Suspension hook 15 and coding 16, coding 16 are equipped in side column combination 7, middle column combination 8, plate-girder combination 9, wall 5 and shear wall combination 10
It is reasonably combined by organic assembling in combination with BIM technology, it realizes science quickly connection, shortens construction period, improve construction effect
Rate promotes the performance of enterprises.Remaining is the same as embodiment 1.
Embodiment 6 please refers to Figure 12-Figure 16, a kind of assembled steel Reinforced Concrete Buildings, wherein：The port of column 1 and column 1,
The overlap joint reinforcing bar 14 of the port reservation of the port of floor 2 and floor 2, shear wall 4 and shear wall 4 is all made of welding or machinery even
It connects, and typified form is installed in port peripheral, scene pours concrete, vibration compacting by design requirement from top or reserving hole 12
And conserve, building assembly rate can be effectively improved；
The installation of the port of wall 5 and column 1, floor 2 and beam 3 is starched using 5 lower part of wall and floor 2 using seat, 5 port of wall and column 1
It is in the milk by reserved hole 12 and tongue and groove 13 or connection reinforcing bar grouting, 5 top of wall and beam 3 by reserved hole 12, it can
Effectively ensure that the stress of tie point is scientific and reasonable.Remaining is the same as embodiment 1.
Claims (6)
1. a kind of assembled steel Reinforced Concrete Buildings, including wall (5), corner post combination (6), side column combination (7), middle column combination (8),
Plate-girder combines (9) and shear wall combination (10), it is characterised in that：Wall (5) includes exterior wall (5-1) and interior wall (5-2), exterior wall (5-
1) window opening (11) can be equipped on, interior wall (5-2) can gating hole；
The corner post combination (6) includes column (1), floor (2) and beam (3), and column (1) is fixedly mounted on the handover of floor (2) two sides
Place, floor (2) two sides bottom are equipped with beam (3)；
Side column combination (7) includes column (1), floor (2) and beam (3), and column (1) is fixed in the middle part of floor (2) a side, floor
(2) bottom is equipped with beam (3), and beam (3) one end is fixedly connected with column (1)；
Middle column combination (8) includes column (1), floor (2) and beam (3), and column (1) is fixed in the middle part of floor (2), floor (2) bottom
Equipped with beam (3)；
Plate-girder combination (9) includes floor (2) and beam (3), and beam (3) is set to floor (2) bottom；
Shear wall combination (10) is to combine (6) or side column combination (7) or middle column combination (8) or plate-girder with corner post by shear wall (4)
The combination that (9) are formed is combined, the beam (3) or floor (2) in shear wall combination (10) are provided with shear wall by design respectively up and down
(4)；
The column (1), beam (3) and shear wall (4) port are all provided with hole (12), the side of column (1) be equipped with tongue and groove (13) or
Connect reinforcing bar；
The column (1), floor (2), beam (3) and shear wall (4) peripheral port are reserved with overlap joint reinforcing bar (14).
2. a kind of assembled steel Reinforced Concrete Buildings according to claim 1, it is characterised in that：The column (1) and beam (3)
Section may be designed to rectangle, I-shaped, T shape, cross, L shape or circle.
3. a kind of assembled steel Reinforced Concrete Buildings according to claim 1, it is characterised in that：The exterior wall (5-1) and
Interior wall (5-2) is made into metope inside and outside the integration for exempting from painting decoration using integral mold plate, and exterior wall (5-1) and interior wall (5-2) include
Fine-stone concrete filled board (5-3) and insulating layer (5-5), fine-stone concrete filled board (5-3), which passes through insulating layer (5-5) and is uniformly arranged, reliably to be connected
Fitting (5-4) forms whole.
4. a kind of assembled steel Reinforced Concrete Buildings according to claim 1, it is characterised in that：The column (1), floor
(2), the reserved of overlap joint reinforcing bar (14) that beam (3) and shear wall (4) periphery are reserved is all satisfied code requirement.
5. a kind of assembled steel Reinforced Concrete Buildings according to claim 1, it is characterised in that：The corner post combination (6),
It is equipped with suspension hook (15) in side column combination (7), middle column combination (8), plate-girder combination (9), wall (5) and shear wall combination (10) and compiles
Code (16).
6. a kind of assembled steel Reinforced Concrete Buildings according to claim 1, it is characterised in that：The end of column (1) and column (1)
Mouth, floor (2) and port, shear wall (4) and the overlap joint reinforcing bar (14) of the port reservation of shear wall (4) of floor (2) are all made of
Welding or mechanical connection, and typified form is installed in port peripheral, design requirement is pressed at scene from top or reserving hole (12)
Concrete is poured, vibration compacting simultaneously conserves；
The installation of the port of wall (5) and column (1), floor (2) and beam (3) is starched using wall (5) lower part and floor (2) using seat, wall (5)
Two sides by reserved hole (12) and tongue and groove (13) or connect reinforcing bar grouting with column (1), and wall (5) top passes through with beam (3)
Reserved hole (12) grouting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811063066.XA CN108867880B (en) | 2018-09-12 | 2018-09-12 | Assembled reinforced concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811063066.XA CN108867880B (en) | 2018-09-12 | 2018-09-12 | Assembled reinforced concrete building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108867880A true CN108867880A (en) | 2018-11-23 |
| CN108867880B CN108867880B (en) | 2023-11-14 |
Family
ID=64323807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811063066.XA Active CN108867880B (en) | 2018-09-12 | 2018-09-12 | Assembled reinforced concrete building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867880B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288284A (en) * | 2022-09-24 | 2022-11-04 | 宋佳 | New energy spontaneous power supply building system |
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| CN105089178A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Fabricated building of pre-assembling structure of prefabricated section steel concrete shear wall |
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| CN107989176A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN108104259A (en) * | 2017-12-28 | 2018-06-01 | 南宁职业技术学院 | The assembled architecture component system and its assembling method of a set of novel dismountable |
| CN208870191U (en) * | 2018-09-12 | 2019-05-17 | 江西嘉致建设有限公司 | A kind of novel fabricated reinforced concrete building |
-
2018
- 2018-09-12 CN CN201811063066.XA patent/CN108867880B/en active Active
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|---|---|---|---|---|
| JPH11247288A (en) * | 1998-03-02 | 1999-09-14 | Okumura Corp | Column-beam main bar pre-assembled hollow precast concrete column unit and column constructing method using this column unit |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115288284A (en) * | 2022-09-24 | 2022-11-04 | 宋佳 | New energy spontaneous power supply building system |
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| Publication number | Publication date |
|---|---|
| CN108867880B (en) | 2023-11-14 |
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