CN202324688U - Disaster relief placement mobile house - Google Patents
Disaster relief placement mobile house Download PDFInfo
- Publication number
- CN202324688U CN202324688U CN2011204924956U CN201120492495U CN202324688U CN 202324688 U CN202324688 U CN 202324688U CN 2011204924956 U CN2011204924956 U CN 2011204924956U CN 201120492495 U CN201120492495 U CN 201120492495U CN 202324688 U CN202324688 U CN 202324688U
- Authority
- CN
- China
- Prior art keywords
- disaster relief
- settled
- column
- prefabricated house
- girder
- Prior art date
Links
- 239000002131 composite materials Substances 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000011810 insulating materials Substances 0.000 claims description 6
- 238000009408 flooring Methods 0.000 claims description 5
- 239000011229 interlayers Substances 0.000 claims description 5
- 210000000282 Nails Anatomy 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000005755 formation reactions Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injections Substances 0.000 claims description 3
- 239000006072 pastes Substances 0.000 claims description 3
- 230000003014 reinforcing Effects 0.000 claims description 3
- 239000002965 ropes Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 241000238631 Hexapoda Species 0.000 abstract description 3
- 238000009423 ventilation Methods 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 abstract 1
- 239000002585 bases Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 239000000463 materials Substances 0.000 description 3
- 239000002699 waste materials Substances 0.000 description 3
- 210000003195 Fascia Anatomy 0.000 description 2
- 239000002184 metals Substances 0.000 description 2
- 239000000203 mixtures Substances 0.000 description 2
- 239000011901 water Substances 0.000 description 2
- 241000893018 Armeria Species 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- -1 phenolic aldehyde Chemical class 0.000 description 1
- 229920002223 polystyrenes Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethanes Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to a kind of light weight steel structure, relates in particular to a kind of dismountable mobile house that is used for disaster relief transition arrangement.
Background technology
In the prior art, the concrete bar shaped bases of adopting, the basis of mobile house more, this need harden to the flooring.But prefabricated house is a kind of temporary building, and after dismounting, concrete foundation and ground can occupy cultivated land, and destroys ecological environment, and concrete material is underutilized on the one hand, and the building waste that produces is on the other hand not only wasted resource but also be unfavorable for environmental protection.When the disaster relief is settled, relatively poor because existing mobile house requires height to the basis to the compliance in place, cause speed of application slow, can not satisfy the requirement that desired rapid construction is settled in the disaster relief.Simultaneously, the furred ceiling and the wallboard of mobile house adopt the gypsum plank material more at present, and its thermal and insulating performance is poor, does not meet the requirement of building energy conservation.The outdoor discrepancy in elevation of mobile house is less at present in addition, causes water resistance relatively poor, can not adapt to the requirement of disaster area climate variability.Therefore, disaster relief arrangement field be badly in need of a kind of no on-site concrete construction, can on-the-spot assembling fast, convenient expansion combination,, insulation little to environment damage and water resistance are good, adapt to the dismountable mobile house in severe cold, windy abominable area such as sudden and violent.
Summary of the invention
The utility model provides a kind of construction simple and fast, environment is not had destruction, good heat insulating and can adapt to the multiple boisterous disaster relief settle prefabricated house to the defective of prior art.
The technical scheme of the utility model is following: prefabricated house is settled in a kind of disaster relief, comprising: the basis, be fixed on the column on the said basis, the roof truss that is connected in said column top, wallboard, be layed in flooring, roof tile and furred ceiling on the said basis.
Said basis comprises many soldier piles and many bottom girders; Said soldier piles bottom is provided with most advanced and sophisticated and injection underground, and ground is given prominence at its top, and said bottom girder is fixedly connected many soldier piles and makes both form an integral body; Said column is fixed on the said bottom girder.
Said wallboard adopts thermal insulating composite panel, is filled with heat insulating material in this thermal insulating composite panel interlayer, adopts the grafting tongue and groove to connect between the adjacent thermal insulating composite panel.
Said furred ceiling adopts thermal insulating composite panel, is filled with heat insulating material in this thermal insulating composite panel interlayer, adopts the grafting tongue and groove to connect between the adjacent thermal insulating composite panel.
Said column top is fixed with hanger, and this hanger is connected and fixed on the earth anchor on ground through a windproof rope.
Said bottom girder is made up of girder and secondary beam, and said girder is formed by connecting the horizon bar more than; The sidewall of adjacent two horizon bar links is stepped and overlap the back along the side each other and fix with bolt or steel nail, and the apical side height of fixing back adjacent level bar is consistent, and every side horizon bar is fixed together through at least one oblique steel dog and said soldier piles.
Said soldier piles and bottom girder woodwork, steel member, concrete prefabricated element or precast member for reinforcing bar concrete for adopting standardized designs and factory's modularization to produce; The pilespacing of said soldier piles is relevant with the house modulus, and all soldier piles form a square formation.
The utility model prefabricated house also comprises the oblique intercolumniation pull bar that is connected between the part adjacent upright posts.
Two C shaped steel that said column adopts bottom land to paste mutually are formed by fixedly connecting, and insert in the notch of this column the end of the said wallboard that joins with said column.
The bottom of said roof truss is fixed with one and falls L shaped connector, and it is affixed that this falls L shaped connector and an inverted T-shaped connector, and the overhang bracket of said furred ceiling is in the left and right sides on this inverted T-shaped connector base.
The utility model prefabricated house also comprises register one's residence step and door socket.
Compared with prior art; The disaster relief of the utility model settles prefabricated house to need not to do at the scene concrete foundation, the construction simple and fast, and bearing capacity is good; Practice thrift cost; Make somebody a mere figurehead owing to this basis makes between building floor and the ground simultaneously, have the big discrepancy in elevation, help waterproof, protection against the tide, insect protected, satisfy the ventilation needs; On the other hand, the soil original appearance is not destroyed on the basis of this prefabricated house, therefore can not produce building waste and destroy the problem of ploughing, and can reuse after the dismounting, very environmental protection; In addition, the wallboard of prefabricated house all adopts thermal insulating composite panel and adopts the grafting tongue and groove to be connected with furred ceiling, and heat bridge effect is little, therefore has good thermal and insulating performance; Each member of prefabricated house is standardized designs, factory normalization production, and the house can make up expansion as requested, and ancillary facilities such as whole washroom, kitchen or bathroom can be installed therein, satisfies the demand of functional diversities; Increased Anti-Typhoon measure in addition with reply disaster area harsh climate environment.
Description of drawings
Fig. 1 settles the front view of prefabricated house for the utility model disaster relief;
Fig. 2 settles the sectional view of prefabricated house for the utility model disaster relief;
Fig. 3 is said basic 1 structural representation;
Fig. 4 is the syndeton sketch map between said adjacent two horizon bars 123 and the soldier piles 11;
Fig. 5 is the syndeton sketch map of said column 2 and bottom girder 12;
Fig. 6 is the syndeton sketch map of said wallboard 4 and column 2;
Fig. 7 is the structural representation at said furred ceiling 33 and roof truss 31 places.
The specific embodiment
Below in conjunction with accompanying drawing the embodiment of the utility model is done further detailed description.
As depicted in figs. 1 and 2, the utility model disaster relief settles prefabricated house to comprise: basis 1, column 2, roof truss 31, wallboard 4, flooring 5, roof tile 32, furred ceiling 33, the step 81 of registering one's residence, door socket 82 and canopy 83 etc.Wherein, said column 2 is fixed on the basis 1, and said roof truss 31 is fixed on column 2 tops, the steel work main frame in said basic 1, column 2 and roof truss 31 composition houses.Said wallboard 4 is divided into inner wall panel and side fascia, and side fascia 4 is installed between the adjacent upright posts 2, and door 41 and window 42 also are installed on the part wallboard 4.In order to increase the stable degree of prefabricated house, the also oblique intercolumniation pull bar 7 that is connected with between the adjacent column 2 of part.
As shown in Figure 3; Said basic 1 comprises many soldier piles 11 and many bottom girders 12, and said soldier piles 11 are perpendicular to ground, and its bottom is provided with most advanced and sophisticated to make things convenient for the injection underground; Outstanding ground, its top certain altitude; The pilespacing of said soldier piles 11 is relevant with the house modulus, and all soldier piles 11 form a square formation, also can be arranged in corresponding other shape certainly according to the shape in house.Said bottom girder 12 is fixedly connected many soldier piles 11 and gets up to make both to form a structural entity; Wherein, said bottom girder 12 is made up of girder 121 and secondary beam 122, according to the design in house; When said girder 121 is longer; Can be formed by connecting some horizon bars 123 head and the tail, the periphery that mainly is arranged in 11 gusts of soldier piles with need be than big bear power place, said secondary beam 122 has many and be arranged in parallel in the framework that girder 121 surrounds.Thus, these many girders 121 are supported by all soldier piles 11 with the stressed of secondary beam 122 jointly.The cross section of said soldier piles 11 can be circular, square or polygon etc., and the cross section of said bottom girder 12 can be square or polygon etc., and cross sectional shape is not limit.And said soldier piles 11 can adopt woodwork, steel member, other hardwares, concrete prefabricated element or precast member for reinforcing bar concrete etc. with bottom girder 12, adopt standardized designs and factory's modularization to produce, and can repeated disassembled and assembled use.
As shown in Figure 4; For together with adjacent two horizon bars 123; The sidewall of these adjacent two horizon bars, 123 links is made the stepped of strap bolt hole and is overlapped the back each other along the side and fixes with bolt 81 or steel nail, and the apical side height of fixing back adjacent level bar 123 is consistent, and two sides are concordant.In addition, every side horizon bar 123 is fixed together through at least one oblique steel dog 13 and said soldier piles 11, and this steel dog 13 and horizon bar 123 and soldier piles 11 are in angle of 45 degrees.
As shown in Figure 5, said column 2 bottoms and L shaped metal connecting piece 21 weld in factory in advance, during on-the-spot the installation, with bolt 92 the L shaped metal connecting piece 21 of column 2 bottoms are fixed on and can realize on the bottom girder 12 column 2 and basic 1 be connected.
In order to obtain better heat insulating effect; Said wallboard 4 all adopts thermal insulating composite panel with furred ceiling 33; Be filled with heat insulating material in this thermal insulating composite panel interlayer, said heat insulating material can adopt materials such as glass wool, rock wool, polystyrene, polyurethane, phenolic aldehyde, adopts the grafting tongue and groove to connect between the adjacent thermal insulating composite panel; Heat bridge effect is little, helps insulation.
As shown in Figure 6, two C shaped steel that said column 2 adopts bottom lands to paste mutually are formed by fixedly connecting, and insert in the notch of this column 2 end of the said wallboard 4 that joins with said column 2.
As shown in Figure 7; The bottom of said roof truss 31 is screwed one and falls L shaped connector 34; This vertical plane that falls L shaped connector 34 is fixedly connected with an inverted T-shaped connector 35 through screw rod 93, and the overhang bracket of said furred ceiling 33 is in the left and right sides on these inverted T-shaped connector 35 bases.
As shown in Figure 2, said column 2 top outer are fixed with hanger 61, and this hanger 61 is connected and fixed on the earth anchor 63 on ground through a windproof rope 62, makes that the mobile house of the utility model can be Anti-Typhoon, with the bad weather in reply disaster area.
The disaster relief of the utility model settles prefabricated house to need not earth excavation, do concrete foundation etc., and site operation is very convenient quick, and bearing capacity is high; Make somebody a mere figurehead on outdoor ground the flooring 5 of the prefabricated house after building up, and helps waterproof, protection against the tide, insect protected and satisfied ventilation needs, and another important advantage is: ecological environment is not destroyed on this basis; Do not occupy cultivated land; Removing each member of back can reuse, and does not produce building waste, very environmental protection.The disaster relief of this utility model settles the prefabricated house heat preservation and insulation good in addition, also can be Anti-Typhoon, can fully satisfy the needs that the disaster relief is settled.
The above is the preferred embodiment of the utility model, is not limited to the utility model, all modifications of in the utility model spirit and principle, being done, is equal to replacement or improvement etc., all should be included in the protection domain of the utility model.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204924956U CN202324688U (en) | 2011-12-01 | 2011-12-01 | Disaster relief placement mobile house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204924956U CN202324688U (en) | 2011-12-01 | 2011-12-01 | Disaster relief placement mobile house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202324688U true CN202324688U (en) | 2012-07-11 |
Family
ID=46436669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204924956U CN202324688U (en) | 2011-12-01 | 2011-12-01 | Disaster relief placement mobile house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202324688U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102913002A (en) * | 2012-11-22 | 2013-02-06 | 北京城乡建设集团有限责任公司 | Integrated steel structure movable room and mounting method thereof |
| CN103233593A (en) * | 2013-04-03 | 2013-08-07 | 大连民族学院 | Rural compositional residential structure |
| CN103321450A (en) * | 2013-06-24 | 2013-09-25 | 中国十七冶集团有限公司 | Typhoon-resistant reinforcing treatment method for color prefabricated houses |
| CN103485415A (en) * | 2013-09-05 | 2014-01-01 | 常熟市董浜镇徐市嘉峰机械厂 | Splicing structure |
| WO2014102716A1 (en) * | 2012-12-24 | 2014-07-03 | Ryan Grant | A dwelling |
| CN106121036A (en) * | 2016-08-29 | 2016-11-16 | 广东铝美居科技实业有限公司 | A kind of aluminium section bar Beam-post Frame Structure |
| CN106193294A (en) * | 2016-08-29 | 2016-12-07 | 广东铝美居科技实业有限公司 | A kind of aluminum room |
| CN106284641A (en) * | 2016-08-29 | 2017-01-04 | 广东铝美居科技实业有限公司 | A kind of method of construction in aluminum room |
| CN106436910A (en) * | 2016-11-15 | 2017-02-22 | 浙江水利水电学院 | Combined type prefabricated house and construction method thereof |
| CN109252695A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation for the Windproof anti-seismic that house construction engineering uses |
-
2011
- 2011-12-01 CN CN2011204924956U patent/CN202324688U/en not_active IP Right Cessation
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102913002A (en) * | 2012-11-22 | 2013-02-06 | 北京城乡建设集团有限责任公司 | Integrated steel structure movable room and mounting method thereof |
| CN102913002B (en) * | 2012-11-22 | 2015-07-29 | 北京城乡建设集团有限责任公司 | Integral steel structure prefabricated house and mounting method thereof |
| US9797123B2 (en) | 2012-12-24 | 2017-10-24 | Purepods Limited | Dwelling |
| WO2014102716A1 (en) * | 2012-12-24 | 2014-07-03 | Ryan Grant | A dwelling |
| CN103233593B (en) * | 2013-04-03 | 2016-01-20 | 大连民族学院 | Rural compositional residential structure |
| CN103233593A (en) * | 2013-04-03 | 2013-08-07 | 大连民族学院 | Rural compositional residential structure |
| CN103321450A (en) * | 2013-06-24 | 2013-09-25 | 中国十七冶集团有限公司 | Typhoon-resistant reinforcing treatment method for color prefabricated houses |
| CN103485415A (en) * | 2013-09-05 | 2014-01-01 | 常熟市董浜镇徐市嘉峰机械厂 | Splicing structure |
| CN106193294A (en) * | 2016-08-29 | 2016-12-07 | 广东铝美居科技实业有限公司 | A kind of aluminum room |
| CN106284641A (en) * | 2016-08-29 | 2017-01-04 | 广东铝美居科技实业有限公司 | A kind of method of construction in aluminum room |
| CN106121036B (en) * | 2016-08-29 | 2018-11-23 | 广东铝美居科技实业有限公司 | A kind of aluminum profile Beam-post Frame Structure |
| CN106121036A (en) * | 2016-08-29 | 2016-11-16 | 广东铝美居科技实业有限公司 | A kind of aluminium section bar Beam-post Frame Structure |
| CN106193294B (en) * | 2016-08-29 | 2018-11-23 | 广东铝美居科技实业有限公司 | A kind of aluminium room |
| CN106436910A (en) * | 2016-11-15 | 2017-02-22 | 浙江水利水电学院 | Combined type prefabricated house and construction method thereof |
| CN106436910B (en) * | 2016-11-15 | 2019-01-15 | 浙江水利水电学院 | A kind of Combined moveable board room and its construction method |
| CN109252695A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation for the Windproof anti-seismic that house construction engineering uses |
| CN109252695B (en) * | 2018-11-08 | 2020-04-21 | 傲浒建设集团有限公司 | Windproof and anti-seismic temporary housing for house construction engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170123 Address after: South South technology twelve road 518000 in Guangdong province Shenzhen city Nanshan District Guangdong streets High-tech Zone No. 007 Jiuzhou electric building five building F room Patentee after: Shenzhen elegant Integrated Housing Co., Ltd. Address before: 518057 Guangdong city of Shenzhen province Nanshan District South Road twelve Jiuzhou electric building 5F Patentee before: Yahgee Modular House Co., Ltd. Effective date of registration: 20170123 Address after: South South technology twelve road 518000 in Guangdong province Shenzhen city Nanshan District Guangdong streets High-tech Zone No. 007 Jiuzhou electric building five building F room Patentee after: Shenzhen elegant Integrated Housing Co., Ltd. Address before: 518057 Guangdong city of Shenzhen province Nanshan District South Road twelve Jiuzhou electric building 5F Patentee before: Yahgee Modular House Co., Ltd. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120711 Termination date: 20191201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |