CN110005069A - Multilayer assembled modular house - Google Patents
Multilayer assembled modular house Download PDFInfo
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- CN110005069A CN110005069A CN201910342504.4A CN201910342504A CN110005069A CN 110005069 A CN110005069 A CN 110005069A CN 201910342504 A CN201910342504 A CN 201910342504A CN 110005069 A CN110005069 A CN 110005069A
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- support column
- pattern block
- block
- main structure
- module
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- 239000003351 stiffener Substances 0.000 claims abstract description 34
- 238000005192 partition Methods 0.000 claims abstract description 26
- 239000002002 slurry Substances 0.000 claims abstract description 9
- 239000002356 single layer Substances 0.000 claims abstract description 7
- 238000009408 flooring Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 17
- 239000010410 layer Substances 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- 239000004411 aluminium Substances 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 claims description 4
- 230000004888 barrier function Effects 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims 2
- 239000004568 cement Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000011440 grout Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000005493 welding type Methods 0.000 description 1
Classifications
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
-
- 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)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of multilayer assembled modular houses, and the Prefabricated block α pattern block and β pattern block of at least two types is arranged, and one group of support column is respectively set in the left and right side of α pattern block, and only wherein one group of support column is arranged in side to β pattern block.Main structure plate is respectively set in the upper surface of α pattern block and β pattern block, and the main structure board ends of adjacent block are connected by connector to form fire-proof curtain and structural flooring partition.Non-structural plate is respectively set in the lower surface of α pattern block and β pattern block.Main partition wall is set between module, support column is set in main partition wall, end placement supporting beam, main partition wall constitute support column together with support column on the support columns.α pattern block and β pattern block are placed in the single layer of tier building, to realize loading sharing and eliminate duplicate support column, support column is set simultaneously, and stiffener and double thread connector are set in support column, non-constricted concrete slurry is injected in support column to carry more multi-load.
Description
Technical field
The invention belongs to assembled multi-layer construction structure field, in particular to a kind of multilayer being composed of mixing module
Assembled modular house and its construction method.
Background technique
Traditional tier building such as high-rise apartment building building and office building, building course are a time-consumings and the process taken a lot of work.
Due to weather condition, the construction construction time may be delayed or construction quality cannot be guaranteed, and certain seasons
It may not be able to construct.The arrangement of building interior and the connection of electric pipeline may be to carry out in not satisfactory environment, when
It was found that it is necessary to largely being done over again when defective.
Traditional prefabricated modular system structure as shown in Figure 1, it is made of several cabinets, and each cabinet is six faces
These cabinets are stacked to form a building by cabinet.The bottom part of building block can use concrete or by steel
The light floor of board bracket support is built.The top surface of building block is usually made of fire proof construction.It is built when module stack is formed
When object, there are gap 7 between the floor 6 of upper module and the ceiling 5 of lower module, so that floor and ceiling combination is whole
Body thickness is relatively thicker, and usually 350 millimeters to 500 millimeters, this thickness reduces the available space of module.
The wall 8 of conventional module is fireproof bulkhead, and adjacent block has a gap between the walls.Therefore, two adjacent moulds
The dividing wall of block, which usually adds up, can reach 225 to 330 millimeters, and the increase of wall thickness reduces the available space of module.
Each conventional module is designed to a fire lobby, and surrounding is floor, ceiling and wall.Upper module
The gap between gap and module partition wall between plate and lower module ceiling is continuously, although using between 9 pairs of cement
Gap has carried out barrier processing, but the propagation for remaining as fire and smog constitutes a diffusion path.
In view of this, field technical staff is dedicated to researching and developing a kind of multilayer assembled modularized house structure, to overcome
The shortcomings that existing precast construction module.
Summary of the invention
In order to overcome some shortcomings of the above-mentioned box modular structure of tradition, the task of the present invention is provide a kind of multilayer
Assembled modular house, using the Prefabricated block such as α pattern block and β pattern block of at least two types, and by α pattern block and β type
Module is placed in the single layer of tier building, realizes loading sharing, while eliminating duplicate support column, solves the above-mentioned prior art
And the problems of existing precast construction module.
Technical solution of the invention is as follows:
The Prefabricated block α pattern block and β pattern block of at least two types, α pattern block is arranged in a kind of multilayer assembled modular house
Left and right side be respectively set that one group of support column is i.e. total two groups of support columns, only wherein one group of branch is arranged in side to β pattern block
Support column；
The upper surface setup module top panel of the α pattern block i.e. the first main structure plate, in the upper surface setup module of β pattern block
Panel i.e. the second main structure plate, the main structure board ends of adjacent block are connected by connector to form fire-proof curtain and structural flooring
Partition；
Secondary non-structural plate is respectively set in the lower surface of the α pattern block and β pattern block, which is non-bearing plate；
Main partition wall is set between the module, support column is set in main partition wall, end placement supporting beam, main partition wall connect on the support columns
Support column is constituted with support column；
Second main structure plate of the β pattern block extends to the first main structure plate of α pattern block, so that the branch from α pattern block
Dagger is pressed on the end that α pattern block the first main structure plate is connected with β pattern block the second main structure plate, in favor of Auxiliary support
Main structure plate；
The α pattern block and β pattern block are placed in the single layer of tier building, to realize loading sharing and eliminate duplicate support
Column.
The support column is hollow steel column, and support column is equipped with the upper support column for being placed in upper module and is placed in lower die
The lower support column of block welds steel flanges disk between upper support column and lower support column, ring flange is equipped with opening, and one or more adds
Strong reinforcing bar is placed through in support column and is located in the lower support column of lower module by flange dish opening and stretches out support styletable
Portion.
The stiffener is set as upper support column stiffener and lower support column stiffener, upper support column stiffener with
Lower support column stiffener is quickly connected by double thread connector.
Injection non-constricted concrete slurry forms entirety to fill gap inside the support column.
The non-structural plate is made of steel.
The non-structural plate is made of aluminium.
The non-structural plate is made of thin concrete layer.
The connector is non-shrinkage concrete grouting connector.
A kind of construction method of multilayer assembled modular house, Prefabricated block α pattern block are always first placed on floor,
β pattern block is installed again；
Prefabricated block α pattern block to be placed on the first layer, the upper surface of α pattern block plate is the first main structure plate of the second layer, when
When the module of first layer is positioned, the upper surface of adjacent block plate forms one by suitably reinforcing grouting or concrete connection
Complete continuous structure floor partition, for distributing lateral load to building；Then phase is sealed with non-constricted concrete grouting
Gap between adjacent module between the first main structure plate and the second main structure plate forms a complete continuous fire lagging；
Support column is hollow steel column, and steel flanges disk is welded to the upper and lower ends of support column, and ring flange is equipped with opening, is pacifying
Before filling upper module, more than one stiffener is located in the lower support column of lower module by flange dish opening, and
Application length is stretched out above the end of lower support column；
After upper module is placed, the bottom flange dish of upper support column is positioned on the upper flange plate of lower support column, lower branch
Dagger stiffener is connected on upper support column stiffener inside support column by double thread connector, then by non-receipts
Contracting concrete grout perfusion is pumped into support column to fill gap, so that support column is formed a compound stayed column more to carry
Load.
In order to accelerate construction, quality control is improved, it is safe to guarantee that building uses, designer has researched and developed a variety of
Modular construction technology.Building block is created in controlled factory environment, is manufactured, and is then transported to building site and is assembled into multilayer
Building.Under normal conditions, Prefabricated block represents a unit of building, such as apartment, office's component part.
Multilayer assembled modular house of the invention uses Prefabricated block such as the α pattern block and β pattern of at least two types
Block, and α pattern block and β pattern block are placed in the single layer of tier building, loading sharing may be implemented, while eliminating duplicate branch
Dagger.
Wherein α pattern block includes two groups of support columns, and β pattern block includes one group of support column.α pattern block can be first placed in
The certain floor of building adds β pattern block, the load of main structure plate top surface is shared by part α pattern block support column.
The lower surface of α pattern block and β pattern block is all a secondary non-structural plate.The non-structural plate is non-bearing plate,
It can be made of steel, aluminium or thin concrete layer.The main structure plate of adjacent block is continuously coupled together, forms fire-proof curtain
With structural flooring partition.
Beta type module is similar with α type block, but its design only side have support column, rather than with α class pattern
The identical two sides of block have two groups of support columns.In manufacture and installation process, β type is kept by increasing interim column or support column
The stability of module.In addition, the main structure plate of β pattern block extends to α pattern block, so that the support column from α pattern block is at least
Partly support the main structure plate of adjacent β pattern block.
The supporting beam for the α pattern block first installed, column can carry the weight of β pattern block, therefore need not repeat setting support
Column group.The floorslab in series of upper module is connected on the top plate of lower module, a closed fire proof construction is formed.
Other than the module in the present invention has the characteristics such as novel fire-proof curtain and load balancing, novel support is set
The connector of column makes module interconnection simple.Stiffener is arranged in the support column, and the stiffener of upper support column passes through double thread
Connector is connected to the corresponding stiffener of lower support column, and need not be welded or be bolted.By concrete, cement slurry fill to
Around reinforcing bar and double thread connector, so that support column is formed overall structure, ensure that the continuity, stability and height of support column
Intensity.
Detailed description of the invention
Fig. 1 is traditional prefabricated modular system structure diagram.
Fig. 2 is a kind of structural schematic diagram of multilayer assembled modular house of the invention.
Fig. 3 is the portion A enlarged drawing in Fig. 2.
Fig. 4 is the block top view of α pattern shown in Fig. 2.
Fig. 5 is the block bottom view of α pattern shown in Fig. 2.
Fig. 6 is the T1-T1 sectional view of α pattern block.
Fig. 7 is the block top view of β pattern shown in Fig. 2.
Fig. 8 is the block bottom view of β pattern shown in Fig. 2.
Fig. 9 is the T2-T2 sectional view of β pattern block.
Figure 10 is the connection schematic diagram of module and column shown in Fig. 2.
Figure 11 is the T3-T3 sectional view of module and column shown in Figure 10.
Appended drawing reference:
1 is the first main structure plate, and 2 be non-structural plate, and 3 be main partition wall, and 4 be supporting beam, and 10 be the second main structure plate, and 11 be to connect
Head, 12 be support column, and 13 be ring flange, and 14 be stiffener, and 15 be double thread connector, and 16 be concrete slurry.
In the prior art, 5 be ceiling, and 6 be floor, and 7 be gap, and 8 be wall, and 9 be cement.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawings and examples.
Referring to Fig. 2 and Fig. 3, the present invention provides a kind of multilayer assembled modular house, and the prefabricated of at least two types is arranged
Module such as α pattern block and β pattern block, the left and right side of α pattern block are respectively set one group of support column, that is, total have two groups
Support column, only wherein one group of support column is arranged in side to β pattern block.
The upper surface setup module top panel of α pattern block i.e. the first main structure plate 1, the upper surface setup module of β pattern block
Top panel i.e. the second main structure plate 10.The main structure board ends of adjacent block are connected by connector 11, to form fire-proof curtain
With structural flooring partition.Connector 11 is a kind of non-constricted concrete grouting connector.
Secondary non-structural plate 2 is respectively set in the lower surface of α pattern block and β pattern block, which is non-bearing
Plate.Non-structural plate 2 can be made of steel or aluminium, can also be made of thin concrete layer.Main partition wall 3 is set between module, it is main every
Support column 12 is set in wall 3.Supporting beam 4 is disposed in 12 upper end of support column.Main partition wall 3 constitutes support column together with support column 12.
Second main structure plate 10 of β pattern block extends to the first main structure plate 1 of α pattern block, so that from α pattern block
Support column 12 is pressed on the end that α pattern the first main structure of block plate 1 is connected with β pattern the second main structure of block plate 10, in favor of
Auxiliary support main structure plate.
Fig. 2 depicts a kind of tier building being made of Prefabricated block α pattern block and β pattern block.α pattern block and β pattern
Block is placed in the single layer of tier building, to realize loading sharing and eliminate duplicate support column.It describes in Fig. 3 by supporting beam
Stress is transmitted to the main partition wall 3 of α pattern block by the α pattern blocks of 4 supports and the amplification cross-sectional view of β pattern block, the supporting beam 4
In support column, support column is not shown in Fig. 3.Right side is extended in Fig. 3 is the first main structure plate 1 of α pattern block, extends to a left side
Side be β pattern block the second main structure plate 10, for connector 11 between adjacent panels, which can be non-constricted concrete
Be in the milk connector, or uses any suitable joint form, to form continuous fire-proof curtain between adjacent panels.
It is a variety of views of Prefabricated block α pattern block referring to fig. 4 to fig. 6, and combines referring to Fig. 3, α pattern block is equipped with base
This vertical main partition wall 3, first group of support column 12 are located at the side of main partition wall 3, and second group of support column 12 is along another main partition wall 3
It places.
The upper surface of α pattern block plate is the first main structure plate 1, and the structure of the first main structure plate 1 is for transmitting structural load
To the supporting beam 4 for being located at 1 lower section of the first main structure plate, supporting beam 4 delivers load to support column 12, and is placed in module following table
Surface finish in the enough supporting modules of non-structural the plate 2 such as floor, fixing piece in face, without other weight bearing loads.
It is a variety of views of Prefabricated block β pattern block referring to Fig. 7 to Fig. 9, and combines referring to Fig. 3, the second of β pattern block
Main structure plate 10 is located at module side, is in the side of not support column, and the second main structure plate 10 extends to except main partition wall 3,
So that the second main structure plate 10 is supported by the supporting beam 4 in previously installed adjacent block.With support column 12 and supporting beam 4
β pattern block side, 10 end of the second main structure plate is inside contracted to accommodate adjacent main structure plate, to load sharing.
Referring to Figure 10 and Figure 11, support column 12 is hollow steel column, and support column 12 is equipped with the upper support for being placed in upper module
Column and the lower support column for being placed in lower module weld steel flanges disk 13, ring flange 13 between upper support column and lower support column
It is equipped with opening, one or more stiffener 14 is placed through in support column 12 and is located in lower module by flange dish opening
In lower support column and stretch out support column end.
Stiffener 14 is set as upper support column stiffener and lower support column stiffener, and upper support column stiffener is under
Support column stiffener is quickly connected by double thread connector 15.
Non-constricted concrete slurry 16 is injected inside support column 12 forms entirety to fill gap.
As shown in Figures 2 to 11, it the present invention also provides a kind of construction method of multilayer assembled modular house, was constructing
Cheng Zhong, Prefabricated block α pattern block is always first placed on floor, then installs β pattern block.
Prefabricated block α pattern block is placed on the first layer, the upper surface of α pattern block plate is the first main structure plate of the second layer
1, when the module of first layer is positioned, the upper surface of adjacent block plate is formed by suitably reinforcing grouting or concrete connection
One complete continuous structure floor partition, for distributing lateral load to building.Construction personnel can be easily with non-
Gap between shrinkage concrete grouting sealing adjacent block between the first main structure plate 1 and the second main structure plate 10, such shape
At a complete continuous fire lagging.
In order to be further simplified the whole knot of the tier building using Prefabricated block α pattern block and β pattern block of the invention
Support column 12 is developed the hollow steel column for hollow steel member by structure.As shown in Figure 10 and Figure 11, steel flanges disk 13 is welded to
The upper and lower ends of support column, ring flange 13 are equipped with opening.Before installing upper module, one or more stiffeners 14 are logical
It crosses the opening of ring flange 13 to be located in the lower support column of lower module, and stretches out suitable length above the end of lower support column
Degree.
After upper module is placed, the bottom flange dish of upper support column is positioned on the upper flange plate of lower support column,
Lower support column stiffener is connected on upper support column stiffener inside support column 12 by double thread connector 15, is applied
Worker person may stand on the main structure plate of upper module, and stiffener 14 is inserted into support column 12, and is screwed into support column
Double thread connector 15 in.
Then non-constricted concrete slurry 16 is perfused or is pumped into support column 12 to fill gap, make the formation of support column 12
One compound stayed column is to carry more multi-load.The connection structure of compound stayed column is conducive to form continuous add from lower prop to upper prop
Gu wherein fill concrete and reinforcing bar also contribute to support column support and integrally-built intensity and robustness.
With non-constricted concrete grouting is filled in continuous strengthing and support column, support column forms a combined column, gained
To combined column can carry more compressive loads, then carry steel column.Height of this enhancing for tier building of the present invention
Layer application is extremely important.The construction connection of support column is simple and easy, can be safe by the construction personnel stood on main structure plate
Operation.Post design will be supported in module side thus, rather than just in corner.Application for skyscraper, load point
More evenly, support column cross-section size reduces cloth.By the use of double thread connector, when avoiding joint connection in site support column
The connection type of welding or bolts and nuts, avoids and opens up the grouting port and grout outlet that may influence internal soundness, reduce
Live wet bench.
In conclusion using multilayer assembled modular house of the invention, using the Prefabricated block such as α of at least two types
Pattern block and β pattern block, and α pattern block and β pattern block are placed in the single layer of tier building, it realizes loading sharing, eliminates weight
Multiple support column；Support column is set simultaneously, and stiffener is set in support column, stiffener is connected by double thread
Device connection is connect, and need not weld or be bolted, non-constricted concrete slurry is perfused inside support column, forms support column whole
Body structure ensure that the continuity, stability and high intensity of support column.
Certainly, those skilled in the art in the art are it should be appreciated that above-described embodiment is intended merely to illustrate this hair
It is bright, and be not used as limitation of the invention, if in spirit of the invention, to the variation of above-described embodiment,
Modification etc. will all be fallen within the scope of the claims.
Claims (9)
1. a kind of multilayer assembled modular house, it is characterised in that: the Prefabricated block α pattern block and β of at least two types of setting
Pattern block, the left and right side of α pattern block are respectively set that one group of support column is i.e. total two groups of support columns, and β pattern block is only wherein
One group of support column is arranged in side；
Mould is arranged in the upper surface of the upper surface setup module top panel of the α pattern block i.e. the first main structure plate (1), β pattern block
The main structure board ends of block top panel i.e. the second main structure plate (10), adjacent block are connected by connector (11) to form fire screen
Barrier and structural flooring partition；
Secondary non-structural plate (2) is respectively set in the lower surface of the α pattern block and β pattern block, which is non-hold
Weight plate；
It is arranged between the module main partition wall (3), support column (12) is set in main partition wall (3), is disposed in support column (12) upper end
Supporting beam (4), main partition wall (3) constitute support column together with support column (12)；
Second main structure plate (10) of the β pattern block extends to the first main structure plate (1) of α pattern block, so that coming from α pattern
The support column (12) of block is pressed on the end that α pattern block the first main structure plate (1) is connected with β pattern block the second main structure plate (10)
Portion, in favor of Auxiliary support main structure plate；
The α pattern block and β pattern block are placed in the single layer of tier building, to realize loading sharing and eliminate duplicate support
Column.
2. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: the support column (12) is hollow steel
Column, support column (12), which is equipped with, to be placed in the upper support column of upper module and is placed in the lower support column of lower module, upper support column
Steel flanges disk (13) are welded between lower support column, ring flange (13) is equipped with opening, and one or more stiffener (14) is worn
It is placed in support column (12) and is located in the lower support column of lower module by flange dish opening and stretches out support column end.
3. multilayer assembled modular house according to claim 2, it is characterised in that: the stiffener (14) is set as
Support column stiffener and lower support column stiffener, upper support column stiffener and lower support column stiffener pass through double end spiral shell
Line connector (15) quickly connects.
4. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: injection inside the support column (12)
Non-constricted concrete slurry (16) forms entirety to fill gap.
5. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: the non-structural plate (2) is by steel
It is made.
6. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: the non-structural plate (2) is by aluminium
It is made.
7. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: the non-structural plate (2) is by thin mixed
Solidifying soil layer is made.
8. multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: the connector (11) is that non-constricted is mixed
Solidifying soil grouting connector.
9. the construction method of multilayer assembled modular house described in accordance with the claim 1, it is characterised in that: Prefabricated block α type
Module is always first placed on floor, then installs β pattern block；
Prefabricated block α pattern block to be placed on the first layer, the upper surface of α pattern block plate is the first main structure plate (1) of the second layer,
When the module of first layer is positioned, the upper surface of adjacent block plate forms one by suitably reinforcing grouting or concrete connection
A complete continuous structure floor partition, for distributing lateral load to building；Then it is sealed with non-constricted concrete grouting
Gap between adjacent block between the first main structure plate (1) and the second main structure plate (10) forms one and completely continuously prevents
Fire screen absciss layer；
Support column (12) is hollow steel column, and steel flanges disk (13) is welded to the upper and lower ends of support column, on ring flange (13)
Equipped with opening, before installing upper module, more than one stiffener (14) is located in lower part by ring flange (13) opening
In the lower support column of module, and application length is stretched out above the end of lower support column；
After upper module is placed, the bottom flange dish of upper support column is positioned on the upper flange plate of lower support column, lower branch
Dagger stiffener is connected on upper support column stiffener inside support column (12) by double thread connector (15), so
Non-constricted concrete slurry (16) are perfused or are pumped into support column (12) to fill gap afterwards, support column (12) is made to form one
Compound stayed column is to carry more multi-load.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910342504.4A CN110005069B (en) | 2019-04-30 | 2019-04-30 | Multi-layer assembled modular house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910342504.4A CN110005069B (en) | 2019-04-30 | 2019-04-30 | Multi-layer assembled modular house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110005069A true CN110005069A (en) | 2019-07-12 |
| CN110005069B CN110005069B (en) | 2024-05-03 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910342504.4A Active CN110005069B (en) | 2019-04-30 | 2019-04-30 | Multi-layer assembled modular house |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020160699A1 (en) * | 2019-02-04 | 2020-08-13 | Aluhouse Company Limited | Multi-storey modular building with plural types of prefabricated modules |
| EP4067595A1 (en) | 2021-03-31 | 2022-10-05 | Genci Behxheti | Mobile modular house |
| US11692341B2 (en) | 2020-07-22 | 2023-07-04 | Nano And Advanced Materials Institute Limited | Lightweight concrete modular integrated construction (MIC) system |
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|---|---|---|---|---|
| US4107886A (en) * | 1974-03-25 | 1978-08-22 | Systems Concept, Inc. | Prefabricated building module |
| CN103422672A (en) * | 2013-08-29 | 2013-12-04 | 杜新智 | Construction method for reinforced concrete prefabricated house |
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| WO2020160699A1 (en) * | 2019-02-04 | 2020-08-13 | Aluhouse Company Limited | Multi-storey modular building with plural types of prefabricated modules |
| US11692341B2 (en) | 2020-07-22 | 2023-07-04 | Nano And Advanced Materials Institute Limited | Lightweight concrete modular integrated construction (MIC) system |
| EP4067595A1 (en) | 2021-03-31 | 2022-10-05 | Genci Behxheti | Mobile modular house |
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