CN107401214A - A kind of installation method of assembled architecture - Google Patents
A kind of installation method of assembled architecture Download PDFInfo
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- CN107401214A CN107401214A CN201611021464.6A CN201611021464A CN107401214A CN 107401214 A CN107401214 A CN 107401214A CN 201611021464 A CN201611021464 A CN 201611021464A CN 107401214 A CN107401214 A CN 107401214A
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- prefabricated
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- concrete
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- reinforced concrete
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
The invention discloses a kind of installation method of assembled architecture, including：(1) foundation construction, and pre-buried connecting plate are carried out；(2) installation of prefabricated steel reinforced concrete shear walls is carried out；(3) installation of prefabricated girder with rolled steel section en cased in concrete is carried out；(4) installation of precast light masonry partition wall is carried out；(5) installation of prefabrication type Truss Deck Concrete Slab is carried out；(6) installation of prefabricated reinforced concrete stair is carried out；(7) installation of prefabrication type armored concrete balcony is carried out；(8) installation of prefabrication type armored concrete air-conditioning plate is carried out；(9) installation of precast foam concrete heat preserving exterior wall is carried out；(10) installation of the prefabricated steel reinforced concrete shear walls of the preceding paragraph is carried out；(11) installation of every layer of building is completed in repeat step (2)~(10)；(12) after each layer construction and installation, unified installation is carried out to the door and window of every layer of building.The present invention all using prefabricated components, has the characteristics of environmental protection, energy-conservation, green construction.
Description
Technical field
The present invention relates to technical field of buildings, specifically a kind of installation method of assembled architecture.
Background technology
In traditional architecture construction technology, technique that the beam of building, post, floor are poured using live formwork more, after build a wall
The method that body is built by laying bricks or stones using the scene such as clay brick, air parcel brick more.Field fabrication is more in above-mentioned cast-in-place concrete structure work progress,
Wet trade is more, has the intermediate links such as a large amount of form work engineerings, scaffolding work, waste of resource, pollutes environment；Practitioner's quality,
Job site environment etc. influences very big, the problems such as bringing building performance, quality and durability to construction quality.
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.Assembled architecture not only simplify tradition sand
Slurry bonds the relative complex construction operation of building block, improves operating efficiency, it is often more important that assembled architecture after removal can be with
It is used repeatedly.
In current assembled architecture system, grid structure system cost is high, and then construction technology is complicated for PC structural systems, fills
It is low with rate；Superimposed sheet assembled architecture construction technology cast in situs amount still compares more.Steel building is in industrial building, public
It is widely used in building, but in residential construction area, the fire resistance of steel is poor, and rotproofness is poor, easy-to-rust, yielding, acoustic
Easy flutter.
Existing steel reinforced concrete structure technology is site operation, can not keep up with the paces of building industrialization development.Closely
Nian Lai, build green, energy-conservation, healthy building turns into our fundamental state policy, and the industrialization of mark is turned to standardization, industry
The mode of project construction, it is desirable to which based on engineering construction batch production is prefabricated, site machineryization assembling coordinates, but concrete component is prefabricated
Need to template system it is more complicated, cost is higher, inconvenient for operation, the globality poor that are connected between component, have influence on prefabricated
The development of building, therefore be badly in need of finding a kind of technical measures for solving these problems.
The content of the invention
It is an object of the invention to provide a kind of convenience, safely, quickly, environmental protection, energy-conservation assembled architecture installation side
Method.
To achieve the above object, the present invention provides following technical scheme：
A kind of installation method of assembled architecture, comprises the following steps：
(1) foundation construction, and pre-buried connecting plate are carried out first, complete basement shear wall construction；
(2) installation of prefabricated steel reinforced concrete shear walls is secondly carried out, bottom is provided with to the prefabricated shaped steel of pre-buried connecting plate
Concrete shear force wall uses gantry crane lifting, pre-buried connecting plate is bolted with basement shear wall；Then will connection
The reserved steel bar at place welds together, and carries out final grouting afterwards；
(3) carry out the installation of prefabricated girder with rolled steel section en cased in concrete again, hoisting prefabricated girder with rolled steel section en cased in concrete in place, then at both ends
Installation bolt is fixed, and welds reserved steel bar, then carry out final grouting；Again sleeve pipe is blocked with foam plug；
(4) then carry out precast light masonry partition wall installation, hoisting prefabricated the light block partition wall in place, by junction
Reserved steel bar welds together；
(5) installation of prefabrication type Truss Deck Concrete Slab, hoisting prefabricated steel bar truss concrete building are then carried out
Plate in place, by the reserved steel bar of prefabrication type Truss Deck Concrete Slab respectively with prefabricated steel reinforced concrete shear walls and prefabrication type
Steel concrete beam welds, and then carries out final grouting；
(6) installation of prefabricated reinforced concrete stair is carried out again, and hoisting prefabricated reinforced concrete staircase is in place, by pre-manufactured steel
Reinforced concrete stair are connected with prefabricated girder with rolled steel section en cased in concrete, and in junction, installation bolt is fixed, and are welded reserved steel bar, are then carried out
Final grouting；
(7) then carry out prefabrication type armored concrete balcony installation, hoisting prefabricated shaped steel reinforced concrete balcony in place, will
The reserved steel bar of prefabrication type armored concrete balcony welds with prefabricated steel reinforced concrete shear walls and prefabricated girder with rolled steel section en cased in concrete respectively
Connect, then carry out final grouting；
(8) installation of prefabrication type armored concrete air-conditioning plate is then carried out, hoisting prefabricated shaped steel reinforced concrete air-conditioning plate arrives
Position, the reserved steel bar of prefabrication type armored concrete air-conditioning plate is welded with prefabricated steel reinforced concrete shear walls respectively, then carried out
Final grouting；
(9) installation of precast foam concrete heat preserving exterior wall is finally carried out, hoisting prefabricated foam concrete exterior wall in place, will
The reserved steel bar of junction welds together, and is linked together with prefabricated steel reinforced concrete shear walls, then carries out final grouting；
(10) installation of the prefabricated steel reinforced concrete shear walls of the preceding paragraph is carried out, in the connection of prefabricated steel reinforced concrete shear walls
Anchoring adhesive is smeared on plate, bilevel prefabricated steel reinforced concrete shear walls are stacked together, installation bolt is consolidated at connecting plate
It is fixed, and the conduit at connecting plate is blocked with foam plug；
(11) the step of repeating (2)~(10) completes the installation of every layer of building；
(12) after each layer construction and installation, unified installation is carried out to the door and window of every layer of building, obtains assembled architecture finished product.
As the further scheme of the present invention：In described step (5), prefabricated prefabrication type Truss Deck Concrete Slab is
During precast concrete laminated floor slab, by reserved steel bar respectively with prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete and
Contiguous prefabricated reinforced concrete slab connection, then integrally carries out final grouting with precast concrete laminated floor slab in-situ layer.
As the further scheme of the present invention：In described step (5), prefabricated prefabrication type Truss Deck Concrete Slab is
During precast light thermal-insulation integrated board, reserved connector steel plate is coagulated with prefabricated steel reinforced concrete shear walls, prefabrication type steel reinforced concrete respectively
Tu Liang connects with contiguous prefabricated light thermal-insulation integrated board, then carries out final grouting to cast-in-site stripe.
As the further scheme of the present invention：The final grouting of every layer of building is in prefabricated steel reinforced concrete shear walls, in advance
Girder with rolled steel section en cased in concrete processed, precast light masonry partition wall, prefabrication type Truss Deck Concrete Slab, prefabricated reinforced concrete stair and
Precast foam concrete heat preserving exterior wall is disposably fully completed after completing connection.
Compared with prior art, the beneficial effects of the invention are as follows：In the present invention, all components use prefabrication, just
In quality control, and easy for installation, safely, quickly, self stability is strong, structural strength is high, concrete using less, quality
Gently, foundation cost is low, is more saved than traditional architecture, without reinforcing support during installation, can continuously construct, save job site
A large amount of consumable materials；Component is connected, assembles and is assembled into by reliable fashions such as bolt, welding, final groutings by job site
It is overall, house is manufactured as assembling automobile, the mode can repair later, mend, changed carries out structure and decoration is safeguarded；Engineering time
Short, effect on environment is small in work progress, shortens the duration of construction noise, reduces construction and surrounding resident is done
Disturb；The constructional difficulties caused by outdoor weather changes can be reduced, and the scene of saving is artificial, and live dust raising phenomenon is significantly changed
It is kind, there is the characteristics of environmental protection, energy-conservation, green construction.
Embodiment
Below in conjunction with the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described,
Obviously, described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.Based in the present invention
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of protection of the invention.
Embodiment 1
In the embodiment of the present invention, a kind of installation method of assembled architecture, comprise the following steps：
(1) foundation construction, and pre-buried connecting plate are carried out first, complete basement shear wall construction；
(2) installation of prefabricated steel reinforced concrete shear walls is secondly carried out, bottom is provided with to the prefabricated shaped steel of pre-buried connecting plate
Concrete shear force wall uses gantry crane lifting, pre-buried connecting plate is bolted with basement shear wall；Then will connection
The reserved steel bar at place welds together, and carries out final grouting afterwards；
(3) carry out the installation of prefabricated girder with rolled steel section en cased in concrete again, hoisting prefabricated girder with rolled steel section en cased in concrete in place, then at both ends
Installation bolt is fixed, and welds reserved steel bar, then carry out final grouting；Again sleeve pipe is blocked with foam plug；
(4) then carry out precast light masonry partition wall installation, hoisting prefabricated the light block partition wall in place, by junction
Reserved steel bar welds together；
(5) installation of prefabrication type Truss Deck Concrete Slab, hoisting prefabricated steel bar truss concrete building are then carried out
Plate in place, when prefabricated prefabrication type Truss Deck Concrete Slab is precast concrete laminated floor slab, by reserved steel bar respectively with
Prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete connect with contiguous prefabricated reinforced concrete slab, then with it is prefabricated
Reinforced concrete slab in-situ layer integrally carries out final grouting；When prefabricated prefabrication type Truss Deck Concrete Slab is precast light
During integrated plate for heat insulation, by reserved connector steel plate respectively with prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete and phase
Adjacent precast light thermal-insulation integrated board connection, then carries out final grouting to cast-in-site stripe；
(6) installation of prefabricated reinforced concrete stair is carried out again, and hoisting prefabricated reinforced concrete staircase is in place, by pre-manufactured steel
Reinforced concrete stair are connected with prefabricated girder with rolled steel section en cased in concrete, and in junction, installation bolt is fixed, and are welded reserved steel bar, are then carried out
Final grouting；
(7) then carry out prefabrication type armored concrete balcony installation, hoisting prefabricated shaped steel reinforced concrete balcony in place, will
The reserved steel bar of prefabrication type armored concrete balcony welds with prefabricated steel reinforced concrete shear walls and prefabricated girder with rolled steel section en cased in concrete respectively
Connect, then carry out final grouting；
(8) installation of prefabrication type armored concrete air-conditioning plate is then carried out, hoisting prefabricated shaped steel reinforced concrete air-conditioning plate arrives
Position, the reserved steel bar of prefabrication type armored concrete air-conditioning plate is welded with prefabricated steel reinforced concrete shear walls respectively, then carried out
Final grouting；
(9) installation of precast foam concrete heat preserving exterior wall is finally carried out, hoisting prefabricated foam concrete exterior wall in place, will
The reserved steel bar of junction welds together, and is linked together with prefabricated steel reinforced concrete shear walls, then carries out final grouting；
(10) installation of the prefabricated steel reinforced concrete shear walls of the preceding paragraph is carried out, in the connection of prefabricated steel reinforced concrete shear walls
Anchoring adhesive is smeared on plate, bilevel prefabricated steel reinforced concrete shear walls are stacked together, installation bolt is consolidated at connecting plate
It is fixed, and the conduit at connecting plate is blocked with foam plug；
(11) repeat (2)~(10) the step of complete every layer building installation, wherein every layer building final grouting be
Prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete, precast light masonry partition wall, prefabrication type steel bar girder concrete building
Plate, prefabricated reinforced concrete stair and precast foam concrete heat preserving exterior wall are disposably fully completed after completing connection；
(12) after each layer construction and installation, unified installation is carried out to the door and window of every layer of building, obtains assembled architecture finished product.
In the present invention, all components use prefabrication, are easy to quality control, and easy for installation, safely, quickly,
Self stability is strong, structural strength is high, concrete using less, light weight, foundation cost is low, is more saved than traditional architecture, peace
Without reinforcing support during dress, it can continuously construct, save a large amount of consumable materials in job site；Component is passed through spiral shell by job site
The reliable fashions such as bolt, welding, final grouting connection, assemble and assemble it is integral, as assembling automobile manufacture house, Yi Houke
Structure is carried out in a manner of repairing, mend, change and decoration is safeguarded；Engineering time is short, and effect on environment is small in work progress, shortens and applies
The duration of work noise, reduce interference of the construction to surrounding resident；It can reduce to construct caused by outdoor weather changes and be stranded
Difficulty, and the scene of saving is artificial, and live dust raising phenomenon is greatly improved, and has the characteristics of environmental protection, energy-conservation, green construction.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (4)
1. a kind of installation method of assembled architecture, it is characterised in that comprise the following steps：
(1) foundation construction, and pre-buried connecting plate are carried out first, complete basement shear wall construction；
(2) installation of prefabricated steel reinforced concrete shear walls is secondly carried out, the prefabrication type steel reinforced concrete that bottom is provided with to pre-buried connecting plate coagulates
Native shear wall uses gantry crane lifting, pre-buried connecting plate is bolted with basement shear wall；Then by junction
Reserved steel bar welds together, and carries out final grouting afterwards；
(3) installation of prefabricated girder with rolled steel section en cased in concrete is carried out again, and hoisting prefabricated girder with rolled steel section en cased in concrete in place, is then installed at both ends
Bolt is fixed, and welds reserved steel bar, then carry out final grouting；Again sleeve pipe is blocked with foam plug；
(4) and then carry out the installation of precast light masonry partition wall, hoisting prefabricated the light block partition wall in place, by the reserved of junction
Reinforcement welding is together；
(5) installation of prefabrication type Truss Deck Concrete Slab is then carried out, hoisting prefabricated steel bar truss concrete floor arrives
Position, by the reserved steel bar of prefabrication type Truss Deck Concrete Slab respectively with prefabricated steel reinforced concrete shear walls and prefabrication type steel reinforced concrete
Solidifying Tu Liang welding, then carries out final grouting；
(6) installation of prefabricated reinforced concrete stair is carried out again, and hoisting prefabricated reinforced concrete staircase is in place, will be precast reinforced mixed
Solidifying Tulou is terraced is connected with prefabricated girder with rolled steel section en cased in concrete, and in junction, installation bolt is fixed, and welding reserved steel bar, is then carried out secondary
Pour；
(7) then carry out prefabrication type armored concrete balcony installation, hoisting prefabricated shaped steel reinforced concrete balcony in place, will be prefabricated
The reserved steel bar of shaped steel reinforced concrete balcony welds with prefabricated steel reinforced concrete shear walls and prefabricated girder with rolled steel section en cased in concrete respectively, so
After carry out final grouting；
(8) installation of prefabrication type armored concrete air-conditioning plate is then carried out, hoisting prefabricated shaped steel reinforced concrete air-conditioning plate in place, will
The reserved steel bar of prefabrication type armored concrete air-conditioning plate welds with prefabricated steel reinforced concrete shear walls respectively, then carries out secondary pour
Fill；
(9) installation of precast foam concrete heat preserving exterior wall is finally carried out, hoisting prefabricated foam concrete exterior wall in place, will connect
The reserved steel bar at place welds together, and is linked together with prefabricated steel reinforced concrete shear walls, then carries out final grouting；
(10) installation of the prefabricated steel reinforced concrete shear walls of the preceding paragraph is carried out, on the connecting plate of prefabricated steel reinforced concrete shear walls
Anchoring adhesive to be smeared, bilevel prefabricated steel reinforced concrete shear walls are stacked together, installation bolt is fixed at connecting plate, and
Conduit at connecting plate is blocked with foam plug；
(11) the step of repeating (2)~(10) completes the installation of every layer of building；
(12) after each layer construction and installation, unified installation is carried out to the door and window of every layer of building, obtains assembled architecture finished product.
2. the installation method of assembled architecture according to claim 1, it is characterised in that prefabricated in described step (5)
When prefabrication type Truss Deck Concrete Slab is precast concrete laminated floor slab, by reserved steel bar respectively with prefabricated steel reinforced concrete
Shear wall, prefabricated girder with rolled steel section en cased in concrete connect with contiguous prefabricated reinforced concrete slab, then with precast concrete laminated floor slab
In-situ layer integrally carries out final grouting.
3. the installation method of assembled architecture according to claim 1, it is characterised in that prefabricated in described step (5)
When prefabrication type Truss Deck Concrete Slab is precast light thermal-insulation integrated board, by reserved connector steel plate respectively with prefabricated shaped steel
Concrete shear force wall, prefabricated girder with rolled steel section en cased in concrete connect with contiguous prefabricated light thermal-insulation integrated board, then carry out two to cast-in-site stripe
Secondary pouring.
4. the installation method of assembled architecture according to claim 1, it is characterised in that every layer building final grouting be
In prefabricated steel reinforced concrete shear walls, prefabricated girder with rolled steel section en cased in concrete, precast light masonry partition wall, prefabrication type steel bar girder concrete
Floor, prefabricated reinforced concrete stair and precast foam concrete heat preserving exterior wall are disposably fully completed after completing connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201611021464.6A CN107401214A (en) | 2016-11-21 | 2016-11-21 | A kind of installation method of assembled architecture |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611021464.6A CN107401214A (en) | 2016-11-21 | 2016-11-21 | A kind of installation method of assembled architecture |
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| CN107401214A true CN107401214A (en) | 2017-11-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611021464.6A Pending CN107401214A (en) | 2016-11-21 | 2016-11-21 | A kind of installation method of assembled architecture |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372266A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友有限公司 | A kind of assembly method of interlayer cantilevered concrete truss formula building |
| CN113761724A (en) * | 2021-08-18 | 2021-12-07 | 淮阴工学院 | Assembly type building construction organization and progress management method based on BIM technology |
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| CN103993658A (en) * | 2013-02-16 | 2014-08-20 | 谷玉花 | Steel structure and prefabricated concrete fabricated residential building system |
| 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 |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| US20040040236A1 (en) * | 2002-08-27 | 2004-03-04 | James Adams | Dual function connector |
| CN103993658A (en) * | 2013-02-16 | 2014-08-20 | 谷玉花 | Steel structure and prefabricated concrete fabricated residential building system |
| 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 |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109372266A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友有限公司 | A kind of assembly method of interlayer cantilevered concrete truss formula building |
| CN109372266B (en) * | 2018-08-20 | 2021-07-30 | 中民筑友有限公司 | Assembling method of interlayer overhanging concrete truss type building |
| CN113761724A (en) * | 2021-08-18 | 2021-12-07 | 淮阴工学院 | Assembly type building construction organization and progress management method based on BIM technology |
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Application publication date: 20171128 |