CN110424531A - A kind of assembled architecture construction method - Google Patents
A kind of assembled architecture construction method Download PDFInfo
- Publication number
- CN110424531A CN110424531A CN201910594677.5A CN201910594677A CN110424531A CN 110424531 A CN110424531 A CN 110424531A CN 201910594677 A CN201910594677 A CN 201910594677A CN 110424531 A CN110424531 A CN 110424531A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- building
- assembled architecture
- concrete
- construction method
- 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.)
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like 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
-
- 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
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The embodiment of the invention provides a kind of assembled architecture construction methods, specially on the building pedestal of building site being poured in advance, the column and crossbeam being connected with the building pedestal are made in a manner of cast-in-site, the column and crossbeam constitute the frame structure of building；The laminated floor slab comprising prefabricated concrete floor is made with pouring type in the predeterminated position of the frame structure；Prefabricated house prefabricated components are installed in the predeterminated position of the frame structure；The prefabricated preset component of municipal administration of in-site installation is built described.It is apparent that this method is will to make to combine carry out construction with in-site installation, the component bigger than normal for size and weight can be made, to reduce difficulty of construction, and avoid the security risk to personnel.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of assembled architecture construction method.
Background technique
With the development of modern industrial technology, building can be manufactured in batch completely as machine production.As long as
Prefabricated house component transports to assemble in site and gets up just at and labor and material saving, building cycle are shorter.Assembled architecture exists
It begins to early 20th century arouse people's interest, be realized finally to the sixties.The states such as English, method, the Soviet Union attempt first.By
It is fast in the construction speed of assembled architecture, and lower production costs, it promotes come all over the world rapidly.
For American-European countries, small-sized single building is more, and the volume and weight of required building is smaller, and use is this
Method can obtain preferable effect.However the major comonomers such as high residential building, megastore, hotel, office building are built to come
It says, the size and weight using component needed for this method are generally larger, need bulk transport, lifting equipment just and can be carried out fortune
Defeated and installation, therefore difficulty of construction is higher, and because of the overweight super large of component, certain safety is also caused to the personnel of work progress
Hidden danger.
Summary of the invention
In view of this, the present invention provides a kind of assembled architecture construction method, it is difficult to solve major comonomer construction
Spend it is higher, to construction personnel there is a problem of safely imply.
To solve the above-mentioned problems, the invention discloses a kind of assembled architecture construction method, include the following steps:
On the building pedestal of building site being poured in advance, made in a manner of cast-in-site and the building pedestal phase
The column and crossbeam of connection, the column and crossbeam constitute the frame structure of building；
The laminated floor slab comprising prefabricated concrete floor is made with pouring type in the predeterminated position of the frame structure；
Prefabricated house prefabricated components are installed in the predeterminated position of the frame structure；
The prefabricated preset component of municipal administration of in-site installation is built described.
Optionally, the predeterminated position in the frame structure includes prefabricated concrete floor with pouring type production
Laminated floor slab, comprising:
The concrete floor is horizontally arranged to the predeterminated position of the frame structure；
Field fabrication or prefabricated reinforcement component are placed on the concrete floor；
In the concrete floor upper concrete, so that concrete coats the reinforcement component, the concrete
Cast-in-site layer is formed after coating the reinforcement component.
Optionally, the heat preservation plate material of preset thickness is installed between the concrete floor and the cast-in-site layer.
Optionally, the preset thickness is 20~60 millimeters.
Optionally, the preset component in the house is Side fascia, lining, stair, balcony or air-conditioning plate.
Optionally, the Side fascia is prefabricated in factory's progress by the following method:
The first concrete slab of first thickness is made by way of casting；
The heat preservation plate material of second thickness is covered on horizontal first concrete slab；
In the second concrete slab of the heat preservation plate material upper third thickness.
Optionally, the first thickness is 30~10 millimeters, and the second thickness is 30~10 millimeters, the third thickness
It is 30~10 millimeters.
Optionally, the municipal prefabricated components include Sewage well cover and piping lane.
It can be seen from the above technical proposal that specially being built the present invention provides a kind of assembled architecture construction method
On the building pedestal being poured in advance at the scene of building, made in a manner of cast-in-site with the column that is connected of building pedestal and
Crossbeam, the column and crossbeam constitute the frame structure of building；The frame structure predeterminated position with pouring type system
Make the laminated floor slab comprising prefabricated concrete floor；The prefabricated structure of prefabricated house is installed in the predeterminated position of the frame structure
Part；The prefabricated preset component of municipal administration of in-site installation is built described.It is apparent that this method is will to make and in-site installation phase
In conjunction with construction is carried out, the component bigger than normal for size and weight can be made, to reduce difficulty of construction, and keep away
The security risk to personnel is exempted from.
Meanwhile completing lighter or more lesser component in the factory in the form of standard component, it can effectively improve entirety
Working efficiency reduces unnecessary waste of material.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is a kind of flow chart of assembled architecture construction method provided by the embodiments of the present application.
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.
Fig. 1 is a kind of flow chart of assembled architecture construction method provided by the embodiments of the present application.
As shown in Figure 1, assembled architecture construction method provided in this embodiment is applied to the realm of building construction, for building
The biggish building of the scale of construction, such as high residential building, megastore, stadiums, hotel, office building, teaching building, can be used for
Build lesser Unit Residential, such as villa.This method specifically comprises the following steps:
S1, column and crossbeam are made in a manner of cast-in-site.
The column and crossbeam can constitute the frame structure of built building, by building corresponding building in the frame structure
Plate, wall etc. can constitute complete building.The column and crossbeam are completed on building pedestal by way of cast-in-site
's.The building pedestal by pouring type building site casting go out, or on building site as needed it is smooth go out
Plane.
When making the column and crossbeam, column is made first, then makes corresponding crossbeam in the corresponding position of column.
Particularly, it is to build corresponding building template first, then builds steel on the groove or plane that building template is built into
Muscle structure, such as steel reinforcement cage, then in the concrete of the default composition of the building template upper, the shape after concrete setting hardening
At column or crossbeam.Column and crossbeam can be poured using integral type, can increase the fastness between structure in this way.
When being poured the column or crossbeam, the preferred titanium plate of selected template, since titanium plate has material light, strong
Degree is high, is unlikely to deform, it is reusable a little, to make the components such as be poured column, crossbeam or the precision at other positions
It is more accurate, keep the connecting portion between component more abundant, to make the anti-seismic performance of the building finally built up and prevent
Aqueous energy is more preferable.
S2, the predeterminated position production laminated floor slab in frame structure.
The components such as column, crossbeam are produced on building pedestal on after, the frame structure predeterminated position with the side of casting
Formula production includes the laminated floor slab of prefabricated concrete floor.Specifically when making the laminated floor slab, first by prefabricated coagulation
Native bottom plate is mounted on the corresponding position of said frame structure by lifting mode, and by the column of concrete floor and frame structure
Or crossbeam is fixed using structural member, such as bolt, bayonet, fastener；Then prefabricated reinforcing bar is placed on concrete floor
Component, or the reinforcement component is made on concrete floor；Finally, carrying out concreting, make the mixed of default component
Solidifying soil coats the reinforcement component to form cast-in-site layer.
In addition, can also be installed between concrete floor and cast-in-site layer to increase the thermal insulation property of building
The thickness of one layer of heat preservation plate, such as benzene plate, the benzene plate may be selected 20~60 millimeters, for balance quality and cost, generally may be used
Select the benzene plate of 20~30 mm of thickness.
S3, the predeterminated position installation prefabricated house prefabricated components in frame structure.
It is emphasized that the predeterminated position of installation house prefabricated components is different from the pre- of production laminated floor slab forever here
If position.And the house prefabricated components can be installed before making laminated floor slab, can also production laminated floor slab it
After installed, but in order to guarantee construction safety, corresponding house prefabricated components are preferably installed again after making laminated floor slab.
Here house prefabricated components refer to Side fascia, lining, stair, balcony or air-conditioning plate, these components are in factory
Workshop in batch complete.And during installation by installation part thereon, as bolt, bayonet or fastener are fixed on frame structure
Corresponding position.
It here include heat preservation plate material, such as benzene plate in Side fascia, to increase the thermal insulation property of built up building.It should
Side fascia pre-production in the factory by the following method.
Firstly, making the first concrete slab of first thickness by pouring type, which is 30~100 millimeters,
It is preferred that 60 millimeters；Then, the heat preservation plate material of one layer of second thickness is covered on the first horizontal concrete slab, such as benzene plate, this
Two with a thickness of 30~100 millimeters, and preferably 60 millimeters；Finally, in the second concrete slab of heat preservation plate material upper third thickness, from
And a kind of Side fascia of interlayer structure is formed, and wherein third is with a thickness of 30~100 millimeters, and preferably 60 millimeters.
S4, prefabricated municipal prefabricated components are installed in building site.
It, will while the installation of the production and house prefabricated components of completing column, crossbeam and laminated floor slab or later
The municipal prefabricated components being prefabricated in the factory are mounted on corresponding position, which includes the components such as Sewage well cover, piping lane.
It can be seen from the above technical proposal that specially being built this application provides a kind of assembled architecture construction method
On the building pedestal being poured in advance at the scene of building, made in a manner of cast-in-site with the column that is connected of building pedestal and
Crossbeam, the column and crossbeam constitute the frame structure of building；The frame structure predeterminated position with pouring type system
Make the laminated floor slab comprising prefabricated concrete floor；The prefabricated structure of prefabricated house is installed in the predeterminated position of the frame structure
Part；The prefabricated preset component of municipal administration of in-site installation is built described.It is apparent that this method is will to make and in-site installation phase
In conjunction with construction is carried out, the component bigger than normal for size and weight can be made, to reduce difficulty of construction, and keep away
The security risk to personnel is exempted from.
Meanwhile completing lighter or more lesser component in the factory in the form of standard component, it can effectively improve entirety
Working efficiency reduces unnecessary waste of material.
It should be noted that for simple description, therefore, it is stated as a series of action groups for embodiment of the method
It closes, but those skilled in the art should understand that, embodiment of that present invention are not limited by the describe sequence of actions, because according to
According to the embodiment of the present invention, some steps may be performed in other sequences or simultaneously.Secondly, those skilled in the art also should
Know, the embodiments described in the specification are all preferred embodiments, and the related movement not necessarily present invention is implemented
Necessary to example.
All the embodiments in this specification are described in a progressive manner, the highlights of each of the examples are with
The difference of other embodiments, the same or similar parts between the embodiments can be referred to each other.
Although the preferred embodiment of the embodiment of the present invention has been described, once a person skilled in the art knows bases
This creative concept, then additional changes and modifications can be made to these embodiments.So the following claims are intended to be interpreted as
Including preferred embodiment and fall into all change and modification of range of embodiment of the invention.
Finally, it is to be noted that, herein, relational terms such as first and second and the like be used merely to by
One entity or operation are distinguished with another entity or operation, without necessarily requiring or implying these entities or operation
Between there are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant meaning
Covering non-exclusive inclusion, so that process, method, article or terminal device including a series of elements not only wrap
Those elements are included, but also including other elements that are not explicitly listed, or further includes for this process, method, article
Or the element that terminal device is intrinsic.In the absence of more restrictions, being wanted by what sentence "including a ..." limited
Element, it is not excluded that there is also other identical elements in process, method, article or the terminal device for including the element.
Technical solution provided by the present invention is described in detail above, specific case used herein is to this hair
Bright principle and embodiment is expounded, method of the invention that the above embodiments are only used to help understand and its
Core concept；At the same time, for those skilled in the art, according to the thought of the present invention, in specific embodiment and application
There will be changes in range, in conclusion the contents of this specification are not to be construed as limiting the invention.
Claims (8)
1. a kind of assembled architecture construction method, which comprises the steps of:
On the building pedestal of building site being poured in advance, is made in a manner of cast-in-site and be connected with the building pedestal
Column and crossbeam, the column and crossbeam constitute the frame structure of building；
The laminated floor slab comprising prefabricated concrete floor is made with pouring type in the predeterminated position of the frame structure；
Prefabricated house prefabricated components are installed in the predeterminated position of the frame structure；
The prefabricated preset component of municipal administration of in-site installation is built described.
2. assembled architecture construction method as described in claim 1, which is characterized in that described in the default of the frame structure
Position is with laminated floor slab of the pouring type production comprising prefabricated concrete floor, comprising:
The concrete floor is horizontally arranged to the predeterminated position of the frame structure；
Field fabrication or prefabricated reinforcement component are placed on the concrete floor；
In the concrete floor upper concrete, so that concrete coats the reinforcement component, the concrete cladding
Cast-in-site layer is formed after the reinforcement component.
3. assembled architecture construction method as claimed in claim 2, which is characterized in that the concrete floor with it is described existing
The heat preservation plate material of preset thickness is installed between the pouring layer of field.
4. assembled architecture construction method as claimed in claim 3, which is characterized in that the preset thickness is 20~60 millis
Rice.
5. assembled architecture construction method as described in claim 1, which is characterized in that the preset component in house is exterior wall
Plate, lining, stair, balcony or air-conditioning plate.
6. assembled architecture construction method as claimed in claim 5, which is characterized in that the Side fascia is by the following method
It is carried out in factory prefabricated:
The first concrete slab of first thickness is made by way of casting；
The heat preservation plate material of second thickness is covered on horizontal first concrete slab；
In the second concrete slab of the heat preservation plate material upper third thickness.
7. assembled architecture construction method as claimed in claim 6, which is characterized in that the first thickness is 30~10 millis
Rice, the second thickness are 30~10 millimeters, and the third is with a thickness of 30~10 millimeters.
8. assembled architecture construction method as described in claim 1, which is characterized in that the municipal administration prefabricated components include being lauched
Well lid and piping lane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910594677.5A CN110424531A (en) | 2019-07-03 | 2019-07-03 | A kind of assembled architecture construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910594677.5A CN110424531A (en) | 2019-07-03 | 2019-07-03 | A kind of assembled architecture construction method |
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| CN110424531A true CN110424531A (en) | 2019-11-08 |
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| CN201910594677.5A Pending CN110424531A (en) | 2019-07-03 | 2019-07-03 | A kind of assembled architecture construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022234461A1 (en) * | 2021-05-03 | 2022-11-10 | Baaj Mohamad Yasser | Automated modular construction factory method and system |
| EP4407111A1 (en) | 2022-11-10 | 2024-07-31 | Wood Core House Sp. z o.o. | Set of prefabricated construction elements |
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| CN106436894A (en) * | 2016-09-29 | 2017-02-22 | 中国航天建设集团有限公司 | Novel prefabricated house and construction method thereof |
| CN108487635A (en) * | 2018-03-06 | 2018-09-04 | 中建五局华东建设有限公司 | Assembled architecture construction method |
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| FR2817578A1 (en) * | 2000-12-06 | 2002-06-07 | Swedac Ab | Method for manufacturing noise damping floors comprises placing adhesive damping layer on face of two plates which are then positioned diagonally to form free edge parts and subjected to pressure to form laminated plate |
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| WO2022234461A1 (en) * | 2021-05-03 | 2022-11-10 | Baaj Mohamad Yasser | Automated modular construction factory method and system |
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Application publication date: 20191108 |
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