CN208870191U - A kind of novel fabricated reinforced concrete building - Google Patents

A kind of novel fabricated reinforced concrete building Download PDF

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Publication number
CN208870191U
CN208870191U CN201821490053.6U CN201821490053U CN208870191U CN 208870191 U CN208870191 U CN 208870191U CN 201821490053 U CN201821490053 U CN 201821490053U CN 208870191 U CN208870191 U CN 208870191U
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column
combination
wall
floor
plate
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CN201821490053.6U
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傅嘉桥
傅孝辉
李云峰
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Jiangxi Jiaxi Construction Co Ltd
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Jiangxi Jiaxi Construction Co Ltd
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Abstract

The utility model discloses a kind of novel fabricated 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, in which: wall includes exterior wall and interior wall, can be equipped with window opening on exterior wall, interior wall can gating hole.The utility model is broken through by member unit combination with beam, column, plate separating making component, with beam, column, traditional erection method of plate infall tie point, by beam, plate, column organically combines, form wall, corner post combination, side column combination, middle column combination, plate-girder combination 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, promote the performance of enterprises.

Description

A kind of novel fabricated reinforced concrete building
Technical field
The utility model relates to assembly concrete technical field of buildings more particularly to a kind of novel fabricated reinforced concretes Civil engineering is built.
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.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide it is a kind of reasonable in design, economical and practical and A kind of novel fabricated reinforced concrete building of building assembly rate can be effectively improved
The technical solution of the utility model is as follows: a kind of novel fabricated reinforced concrete building, including wall, corner post group Conjunction, side column combination, the combination of middle column combination, plate-girder and shear wall combination, in which: wall includes exterior wall and interior wall, can be equipped on exterior wall Window opening, interior wall can gating holes;
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 utility model is combined by member unit breaks through with beam, column, plate separating making component, is intersected with beam, column, plate Locate traditional erection method of tie point, Jiang Liang, plate, column organically combine, composition wall, corner post combination, side column combination, center pillar group Conjunction, plate-girder combination and shear wall combination, it is reasonable in design, and the overlap joint reinforcing bar stretched out by its port is attached, so Scene pours concrete by design requirement afterwards, can effectively improve building assembly rate, it is ensured that the stress of tie point is scientific and reasonable;
2, the wall of the utility model uses fine-stone concrete filled board and insulating layer, and it is anti-to reduce construction engineering cost, promotion building Shock stability and fire resistance guarantee energy conservation and environmental protection while Building Structure Strength;
3, the utility model is using encoding in combination with BIM technology, and reasonably combined by organic assembling, realization science is quickly Construction period is shortened in connection, improves construction efficiency, promotes the performance of enterprises.
Detailed description of the invention
Fig. 1 is the overall construction schematic diagram of the utility model.
Fig. 2 is the corner post schematic diagram of the utility model.
Fig. 3 is the side column schematic diagram of the utility model.
Fig. 4 is the center pillar schematic diagram of the utility model.
Fig. 5 is the plate, beam schematic diagram of the utility model.
Fig. 6 is the shear wall schematic diagram of the utility model.
Fig. 7 is the Exterior Wall Components schematic diagram of the utility model.
Fig. 8 is the exterior wall schematic cross-section of the utility model.
Fig. 9 is the outer wall window schematic cross-section of the utility model.
Figure 10 is the interior wall Component composition schematic diagram of the utility model.
Figure 11 is the interior wall schematic cross-section of the utility model.
Figure 12 is the connection schematic diagram of the column of the utility model.
Figure 13 is the connection schematic diagram of the beam of the utility model.
Figure 14 is the connection schematic diagram of the plate of the utility model.
Figure 15 is the connection schematic diagram of the shear wall of the utility model.
Figure 16 is the wall of the utility model and the connection schematic diagram of column plate-girder.
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
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1 please refers to Fig. 1-Figure 11, a kind of novel fabricated reinforced concrete building, 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, in which: wall 5 includes exterior wall 5-1 and interior wall 5-2, outside Window opening 11 can be equipped on wall 5-1, 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 novel fabricated reinforced concrete building, in which: the section of column 1 and beam 3 may be designed to rectangle, I-shaped, 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 novel fabricated reinforced concrete building, in which: 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 folder Core 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, It can effectively reduce project cost, promote anti-seismic performance and fire resistance, guarantee energy conservation and environmental protection while Building Structure Strength.Remaining With embodiment 1.
Embodiment 4 please refers to Fig. 2-Fig. 6, a kind of novel fabricated reinforced concrete building, in which: column 1, floor 2, beam 3 Reserved overlap joint the reserved of reinforcing bar 14 is all satisfied code requirement with 4 periphery of shear wall.Remaining is the same as embodiment 1.
Embodiment 5 please refers to Fig. 2-Fig. 7 and Figure 10, a kind of novel fabricated reinforced concrete building, in which: corner post group It closes and is equipped with suspension hook 15 and coding 16 in 6, side column combination 7, middle column combination 8, plate-girder combination 9, wall 5 and shear wall combination 10, compile Code 16 is in combination with BIM technology, and reasonably combined by organic assembling, the quickly connection of realization science shortens construction period, raising is applied Work efficiency 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 novel fabricated reinforced concrete building, in which: column 1 and column 1 Port, the port of floor 2 and floor 2, shear wall 4 and the overlap joint reinforcing bar 14 of the port reservation of shear wall 4 are all made of welding or machine Tool connection, and typified form is installed in port peripheral, scene pours concrete by design requirement from top or reserving hole 12, vibrates It is closely knit 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. (7), middle column combination are combined in a kind of novel fabricated reinforced concrete building, including wall (5), corner post combination (6), side column (8), plate-girder combination (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 Window opening (11) can be equipped on (5-1), 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 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 novel fabricated reinforced concrete building according to claim 1, it is characterised in that: the column (1) and The section of beam (3) may be designed to rectangle, I-shaped, T shape, cross, L shape or circle.
3. a kind of novel fabricated reinforced concrete building according to claim 1, it is characterised in that: the exterior wall (5- 1) and interior wall (5-2) is made into metope, exterior wall (5-1) and interior wall (5-2) inside and outside the integration for exempting from painting decoration using integral mold plate Including fine-stone concrete filled board (5-3) and insulating layer (5-5), fine-stone concrete filled board (5-3) is uniformly arranged across insulating layer (5-5) can It is formed by connector (5-4) whole.
4. a kind of novel fabricated reinforced concrete building according to claim 1, it is characterised in that: the column (1), building The reserved of overlap joint reinforcing bar (14) that plate (2), beam (3) and shear wall (4) periphery are reserved is all satisfied code requirement.
5. a kind of novel fabricated reinforced concrete building according to claim 1, it is characterised in that: the corner post combination (6), suspension hook (15) are equipped in side column combination (7), middle column combination (8), plate-girder combination (9), wall (5) and shear wall combination (10) With coding (16).
6. a kind of novel fabricated reinforced concrete building according to claim 1, it is characterised in that: column (1) and column (1) Port, the ports of floor (2) and floor (2), shear wall (4) and shear wall (4) port reservation overlap joint reinforcing bar (14) it is equal Typified form is installed using welding or mechanical connection, and in port peripheral, scene is by design from top or reserving hole (12) It is required that pouring concrete, vibration compacting is simultaneously conserved;
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.
CN201821490053.6U 2018-09-12 2018-09-12 A kind of novel fabricated reinforced concrete building Active CN208870191U (en)

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Application Number Priority Date Filing Date Title
CN201821490053.6U CN208870191U (en) 2018-09-12 2018-09-12 A kind of novel fabricated reinforced concrete building

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Application Number Priority Date Filing Date Title
CN201821490053.6U CN208870191U (en) 2018-09-12 2018-09-12 A kind of novel fabricated reinforced concrete building

Publications (1)

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CN208870191U true CN208870191U (en) 2019-05-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867880A (en) * 2018-09-12 2018-11-23 江西嘉致建设有限公司 A kind of assembled steel Reinforced Concrete Buildings

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867880A (en) * 2018-09-12 2018-11-23 江西嘉致建设有限公司 A kind of assembled steel Reinforced Concrete Buildings
CN108867880B (en) * 2018-09-12 2023-11-14 江西嘉致建设有限公司 Assembled reinforced concrete building

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