CN103850439B - A kind of modularized house construction method - Google Patents
A kind of modularized house construction method Download PDFInfo
- Publication number
- CN103850439B CN103850439B CN201210508218.9A CN201210508218A CN103850439B CN 103850439 B CN103850439 B CN 103850439B CN 201210508218 A CN201210508218 A CN 201210508218A CN 103850439 B CN103850439 B CN 103850439B
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- Prior art keywords
- support column
- floor
- construction method
- modularized house
- ground
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- 238000010276 construction Methods 0.000 title claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 239000002023 wood Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 13
- 239000011324 bead Substances 0.000 claims description 12
- 229910052571 earthenware Inorganic materials 0.000 claims description 6
- 239000012528 membrane Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000002028 Biomass Substances 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000011810 insulating material Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 235000019362 perlite Nutrition 0.000 claims description 3
- 239000010451 perlite Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 230000007613 environmental effect Effects 0.000 abstract description 7
- 239000002699 waste material Substances 0.000 abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000012620 biological material Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002421 finishing Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000006262 metallic foam Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229910052573 porcelain Inorganic materials 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of modularized house construction method, including ground is arranged, earth anchor, laying grade beam, laying floor, placement support column is set up and puts the operation for setting wallboard.Modularized house construction method of the present invention, it can overcome in the prior art that work progress is complicated, pollution waste material, module can be produced in work progress disassemble the defects such as inconvenient and environmental protection and energy saving difference, will not produce pollution waste material, module to realize that work progress is simple, in work progress disassembles the convenient and good advantage of environmental protection and energy saving.
Description
Technical field
The present invention relates to modular architectural technical field, in particular it relates to a kind of modularized house construction method.
Background technology
Modular architectural is that, using container as basic module, using manufacturing mode, the structure for completing each module in factory is built
Make and inside fitting, and the building construction of different purposes and function in the various styles of engineering site Rapid Combination can be pressed.These
Module, to industrialize streamline manufacture, completes modular structure and internal all finishings, then transports construction locality to take in factory
Build up complete building.
Compared with traditional architecture, modular architectural can largely shorten construction-time, more flexibility and mobility, than passing
Construction in a systematic way makes safer, quieter, more environmentally friendly, is effectively guaranteed the stability and continuity of build guality.Existing modularization
Building, as all use the shell mechanism of general dry cargo case, inside is mated formation using metal heat preservation battenboard.This modularized house,
Have the advantages that simple in construction and with low cost.
But, during the present invention is realized, inventor has found existing modularized house construction method, at least exists
Pollution waste material, module can be produced in work progress complexity, work progress and disassembles the defects such as inconvenient and environmental protection and energy saving difference.
The content of the invention
It is an object of the present invention in view of the above-mentioned problems, propose a kind of modularized house construction method, be constructed with realizing
Journey is simple, will not produce pollution waste material, module in work progress disassembles the convenient and good advantage of environmental protection and energy saving.
To achieve the above object, the technical solution adopted by the present invention is:Modularized house construction method is planted, including:
(1) ground is arranged:After base area matter Surveillance progress ground paving is whole, and according to default earth anchor size after compacting
Ground on set anchor hole:
(2) earth anchor is set up:By earth anchorage is in the anchor hole that step (1) is set and tamps, make earth anchor support panel with
After ground is agreed with, earth anchor nest is adjusted further according to physical features, the overall structure on earth anchor and ground is in and keeps horizontality:
(3) grade beam is laid:In the overall structure that step (2) is regulated, using Baltimore groove as grade beam, using angle steel pair
Baltimore groove is fixed:
(4) laying floor:Laid in step (3) on the grade beam completed, first layer overlay waterproof ventilated membrane, then in the waterproof
Laterally close laying depth is 15-30mm bottom modeling plank on ventilated membrane, then moulds the close paving in longitudinal direction on plank in the bottom
If width is 30-50mm, is highly 50-70mm middle level modeling wooden frame, then laterally thickness is laid on middle level modeling wooden frame again
Spend and mould plank for 15-30mm upper strata:
(5) support column is placed:The floor for laying completion in step (4) is moulded on plank at the middle and upper levels, sets plastic-wood material conduct
Support column, the cylinder connector of support column is fixed on grade beam；
(6) put and set wallboard:It is 15-50mm biomass fiber module as wallboard to use thickness, and wallboard is laid on into step
Suddenly (5) place the support column both sides completed.
Further, when modularized house is more than one layer, after step (6), in addition to:
The cylinder connector of upper strata support column is bolted on lower layer support post；
By the way of upper strata support column connector and upper floor plate support plate are combined, upper strata floor is held.
Further, it is fixed with supporting plate for making all supporting plates in predeterminable area be linked to be overall clod wash inner bead groove
Steel, will be consolidated by bolt with the reinforcement and floor supporting plate and clod wash inner bead channel-section steel and support column that upper strata floor is combined
It is fixed.
Further, in step (2), the bolt hole of cylinder connector is offered in advance in Baltimore groove.
Further, in step (5), the section of the plastic-wood material is (90-150) mm × (90-150) mm pros
Shape, leaves (30-60) mm × (30-60) mm square opening tear on the square section of plastic-wood material.
Further, in step (5), the cylinder connector of support column is fixed on to the operation on grade beam, specifically included:
The cylinder connector of support column is fixed on grade beam by bolt, is the square steel tube that 30-60mm, thickness are 3-6mm by external diameter
After being enclosed on cylinder connector, then plastic-wood material is put, external diameter 22-50mm, thickness are then cased with inside square steel tube for 5-
12mm earthenware；Epoxy resin and perlite mixture are injected between gap between square steel tube and earthenware.
Further, in step (6), by wallboard be laid on step (5) place complete support column both sides operation it
Afterwards, in addition to:Gap filling heat preserving and insulating material between support column and wallboard.
The modularized house construction method of various embodiments of the present invention, due to including arranging ground, setting up earth anchor, laying ground
Beam, laying floor, place support column and put the operation for setting wallboard；It can overcome in the prior art that work progress is complicated, constructed
Cheng Zhonghui generation pollutions waste material, module disassemble the defect of inconvenient and environmental protection and energy saving difference, to realize that work progress is simple, construct
During will not produce pollution waste material, module and disassemble the convenient and good advantage of environmental protection and energy saving.
Other features and advantages of the present invention will be illustrated in the following description, also, partly becomes from specification
Obtain it is clear that or being understood by implementing the present invention.
Below by drawings and examples, progressive detailed description is done to technical scheme.
Brief description of the drawings
Accompanying drawing is used for providing a further understanding of the present invention, and constitutes a part for specification, the reality with the present invention
Applying example is used to explain the present invention together, is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the structural representation that 2 floor plate supports connect part:Fig. 2 is the structural representation of grade beam:
Fig. 3 is cylinder (i.e. support column) side view:
Fig. 4 is the broken section structural representation of wall.
With reference to accompanying drawing 1, reference is as follows in the embodiment of the present invention:
1- clod wash inner bead channel-section steels；2- floor supporting plates；3- cylinder connectors.
With reference to accompanying drawing 2, reference is as follows in the embodiment of the present invention:
4- geosynclines；3- cylinder connectors；5- bolts.
With reference to accompanying drawing 3, reference is as follows in the embodiment of the present invention:
6- floors；1- clod wash inner bead channel-section steels；7- support columns；3- cylinder connectors；8- ground.
With reference to accompanying drawing 4, reference is as follows in the embodiment of the present invention:
7- support columns；9- side sheets；10- dovetail groove profile metallic channel parts；11- decorative wall panels.
Embodiment
The preferred embodiments of the present invention are illustrated below in conjunction with accompanying drawing, it will be appreciated that preferred reality described herein
Apply example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
There is provided a kind of modularized house construction method according to embodiments of the present invention.As Figure 1-Figure 4, the present embodiment
Including:
(1) ground is arranged:After base area matter Surveillance progress ground paving is whole, and according to default earth anchor size after compacting
Ground on set anchor hole:
(2) earth anchor is set up:By earth anchorage is in the anchor hole that step (1) is set and tamps, make earth anchor support panel with
After ground is agreed with, earth anchor nest is adjusted further according to physical features, the overall structure on earth anchor and ground is in and keeps horizontality；
The bolt hole of cylinder connector is offered in Baltimore groove in advance:
(3) grade beam is laid:In the overall structure that step (2) is regulated, made using Baltimore groove (i.e. geosyncline 1 in Fig. 2)
For grade beam, Baltimore groove is fixed using angle steel:
(4) laying floor:Laid in step (3) on the grade beam completed, first layer overlay waterproof ventilated membrane, then in the waterproof
Laterally close laying depth is 15-30mm (being preferably 22.5mm) bottom modeling plank on ventilated membrane, then moulds wood in the bottom
The close laying width in longitudinal direction is 30-50mm (being preferably 40mm), is highly 50-70mm (being preferably 60mm) middle level modeling wood on plate
Beam, then laterally moulds the upper strata that laying depth on wooden frame is 15-30mm (being preferably 22.5mm) in the middle level again and moulds plank；
(5) support column is placed:The floor for laying completion in step (4) is moulded on plank at the middle and upper levels, sets plastic-wood material conduct
Support column, the cylinder connector (the cylinder connector 2 in such as Fig. 2) of support column is fixed on grade beam:The section of plastic-wood material
For (90-150) mm × (90-150) mm square, (30-60) mm is left on the square section of plastic-wood material (is preferably
45mm) × (30-60) mm (be preferably 45mm) square hole:
The cylinder connector of support column is fixed on to the operation on grade beam, specifically included:Pass through the bolt (spiral shell in such as Fig. 2
Bolt 3) the cylinder connector of support column is fixed on grade beam, it is that 30-60mm (be preferably 45mm), thickness are 3-6mm by external diameter
After the square steel tube of (being preferably 4.5mm) is enclosed on cylinder connector, then plastic-wood material is put, be then cased with inside square steel tube outer
Epoxy resin is injected between footpath 22-50mm (being preferably 36mm), the earthenware that thickness is 5-12mm (being preferably 8.5mm), its gap
With perlite mixture；
(6) put and set wallboard:It is 15-50mm biomass fiber module as wallboard to use thickness, and wallboard is laid on into step
Suddenly (5) place the support column both sides completed；Gap filling heat preserving and insulating material between support column and wallboard；
(7) when modularized house is more than one layer, (after step (6), upper strata is supported for the ground 8 in reference picture 3
The cylinder connector (the cylinder connector 3 in such as Fig. 1) of post, is bolted in the lower layer support post (support column in such as Fig. 3
7) on:By the way of upper strata support column connector (the cylinder connector 3 in such as Fig. 3) and upper floor plate support plate are combined, drag
Firmly floor:It is fixed with supporting plate for making all supporting plates in predeterminable area be linked to be overall clod wash inner bead channel-section steel l (such as Fig. 1
In clod wash inner bead channel-section steel 1), by bolt by with reinforcement and floor supporting plate (the floor support in such as Fig. 1 that floor is combined
Plate 2) and clod wash inner bead channel-section steel 1 and support column fix.For example, when two floor grillages are set, the cylinder connection of two layers of support column
Part is bolted on one layer of support column, and clod wash inner bead channel-section steel 1 is fixed on supporting plate is linked to be all supporting plates in the region
Overall, cylinder connector is combined with floor supporting plate holds two floor plates (floor 6 in such as Fig. 3), will be with floor knot by bolt
The reinforcement and floor supporting plate and clod wash inner bead channel-section steel 1 and support column of conjunction are fixed.
Referring to Fig. 4, decoration of exterior wall in above-described embodiment is illustrated.In Fig. 4, support column is marked as 7.
Example 1:Dovetail groove profile metallic channel part (the dovetail groove profile metallic channel part 10 in such as Fig. 4) is secured transverse to side sheet
On (side sheet 9 in such as Fig. 4), the metal foam sheets (decorative wall panels in such as Fig. 4 that will be matched with dovetail groove profile metallic channel part
11), fastened with dovetail groove profile metallic channel part.
Example 2:Dovetail groove profile metallic channel part is secured transverse on wall face, the people that will be matched with dovetail groove profile metallic channel part
Slabstone (decorative wall panels 11 in such as Fig. 4) is made, is fastened with dovetail groove profile metallic channel part.
Example 3:Dovetail groove profile metallic channel part is secured transverse on wall face, the pottery that will be matched with dovetail groove profile metallic channel part
Porcelain plate (decorative wall panels 11 in such as Fig. 4), is fastened with dovetail groove profile metallic channel part.
The modularized house construction method of above-described embodiment, floor is connected with floor pallet support clod wash inner bead channel-section steel:
Building-supporting post is combined type, and modeling pin inner sleeve square steel tube covers the form of earthenware again:Work progress is easy, generally module
Change, during will not produce pollution waste material, help environmental protection；Also, disassemble conveniently, building part is recyclable to be recycled.Apply
Involved each part of building is the finished product gone out in process plants during work, without job site allotment, it is only necessary to
It can be completed according to step assembling split；Each parts are decomposable asymmetric choice net biological material or metal, inside there is traditional architecture
Concrete Material, the burden to soil is greatly reduced.Cylinder hitch form is referred in patent application employed in the present invention
2012201255540。
Finally it should be noted that:It the foregoing is only the preferred embodiments of the present invention and oneself, be not intended to limit the invention,
Although the present invention is described in detail with reference to the foregoing embodiments, for those skilled in the art, it still may be used
To be modified to the technical scheme described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic.
Within the spirit and principles of the invention, any modification, equivalent substitution and improvements made etc., should be included in the present invention's
Within protection domain.
Claims (5)
1. a kind of modularized house construction method, it is characterised in that including：
(1) ground is arranged：After base area matter Surveillance progress ground paving is whole, and the ground according to default earth anchor size after compacting
Anchor hole is set on face；
(2) earth anchor is set up：By earth anchorage is in the anchor hole that (1) step sets and tamps, make earth anchor support panel and ground contract
After conjunction, earth anchor nest is adjusted further according to physical features, the overall structure on earth anchor and ground is in and keeps horizontality；
(3) grade beam is laid：In the overall structure that (2) step regulates, using Baltimore groove as grade beam, using angle steel to Baltimore groove
It is fixed；
(4) laying floor：(3) laid in step on the grade beam of completion, first layer overlay waterproof ventilated membrane, then in the waterproof ventilated membrane
The upper close laying depth of transverse direction is 15-30mm bottom modeling plank, then moulds the close laying width in longitudinal direction on plank in the bottom
Wooden frame is moulded in the middle level for being for 30-50mm, highly 50-70mm, and then laterally laying depth is 15- on middle level modeling wooden frame again
30mm upper strata modeling plank；
(5) support column is placed：The floor for (4) laying completion in step is moulded on plank at the middle and upper levels, sets plastic-wood material as support column,
The cylinder connector of support column is fixed on grade beam；
(6) put and set wallboard：It is 15-50mm biomass fiber module as wallboard to use thickness, and wallboard is laid on into step and (5) put
Put the support column both sides of completion；
Step (5) in, the section of the plastic-wood material is (90-150) mm × (90-150) mm square, in plastic-wood material
Square section on leave (30-60) mm × (30-60) mm square hole；The cylinder connector of support column is fixed on ground
Operation on beam, is specifically included：The cylinder connector of support column is fixed on grade beam by bolt, by external diameter be 30-60mm,
After thickness is enclosed on cylinder connector for 3-6mm square steel tube, then plastic-wood material is put, external diameter is then cased with inside square steel tube
22-50mm, thickness are 5-12mm earthenware；Epoxy resin and perlite are injected between gap between square steel tube and earthenware
Mixture.
2. modularized house construction method according to claim 1, it is characterised in that when modularized house is more than one layer
When, step (6) after, in addition to：
The cylinder connector of upper strata support column is bolted on lower layer support post；
By the way of upper strata support column connector and upper floor plate support plate are combined, upper strata floor is held.
3. modularized house construction method according to claim 2, it is characterised in that be fixed with supporting plate pre- for making
If all supporting plates are linked to be overall clod wash inner bead channel-section steel in region, by bolt by the reinforcement being combined with upper strata floor and
Floor supporting plate and clod wash inner bead channel-section steel and support column are fixed.
4. the modularized house construction method according to any one of claim 1-3, it is characterised in that step (2) in,
Offer the bolt hole of cylinder connector in advance in Baltimore groove.
5. the modularized house construction method according to any one of claim 1-3, it is characterised in that step (6) in,
Wallboard is laid on after the operation of support column both sides that (5) step places completion, in addition to：Between support column and wallboard
Fill heat preserving and insulating material in gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210508218.9A CN103850439B (en) | 2012-12-03 | 2012-12-03 | A kind of modularized house construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210508218.9A CN103850439B (en) | 2012-12-03 | 2012-12-03 | A kind of modularized house construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103850439A CN103850439A (en) | 2014-06-11 |
| CN103850439B true CN103850439B (en) | 2017-09-05 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210508218.9A Expired - Fee Related CN103850439B (en) | 2012-12-03 | 2012-12-03 | A kind of modularized house construction method |
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| Country | Link |
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| CN (1) | CN103850439B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652610B (en) * | 2015-02-12 | 2017-12-05 | 同济大学 | Box-type module builds corner splicing node structure |
| CN109440940A (en) * | 2018-12-25 | 2019-03-08 | 郑州九冶三维化工机械有限公司 | A kind of prefabricated buildings with inside corridor |
| CN112681510A (en) * | 2020-12-23 | 2021-04-20 | 天津远泰模块房制造有限公司 | Construction method of modular house |
| CN112663783A (en) * | 2020-12-23 | 2021-04-16 | 天津远泰模块房制造有限公司 | Method for building assembled modular house |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2861330Y (en) * | 2005-12-30 | 2007-01-24 | 北京森豪木房屋有限责任公司 | Component combination house |
| GB2455521A (en) * | 2007-12-11 | 2009-06-17 | Lockheed Martin Uk Insys Ltd | Palletized portable building retaining pallet for supra-structural defense platform |
| CN201245896Y (en) * | 2008-06-13 | 2009-05-27 | 上海美申环境设施设备有限公司 | Frame type box body structure combination assembled movable building |
| CN101440635A (en) * | 2008-10-31 | 2009-05-27 | 官木喜 | One layer combined type light steel structure house and installation method thereof |
| US8074403B1 (en) * | 2009-05-21 | 2011-12-13 | John Mentnech | Movable building and means therefor |
| CN102691352B (en) * | 2012-06-05 | 2015-01-21 | 重庆骐驰科技有限公司 | Modular integrated house |
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2012
- 2012-12-03 CN CN201210508218.9A patent/CN103850439B/en not_active Expired - Fee Related
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| CN103850439A (en) | 2014-06-11 |
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