CN105442870B - A kind of integrated moveable house - Google Patents
A kind of integrated moveable house Download PDFInfo
- Publication number
- CN105442870B CN105442870B CN201510770460.7A CN201510770460A CN105442870B CN 105442870 B CN105442870 B CN 105442870B CN 201510770460 A CN201510770460 A CN 201510770460A CN 105442870 B CN105442870 B CN 105442870B
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- house
- wallboard
- crossbeam
- plate
- steel plate
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H2001/1283—Small buildings of the ISO containers type
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention belongs to field of house buildings, a kind of integrated moveable house is specifically related to.The integrated moveable house includes the house body that this house includes being made up of wall part and roof parts, and the wall part is made up of sheet material, and the wall part is used as a shear wall structure being monolithically fabricated for roof parts to be carried out with load-bearing.The wall part includes curtain wall penel and the partition wall inside house outside house, and load bearing cross beam is provided between the outer curtain wall penel and outer curtain wall penel or between outer curtain wall penel and partition wall or between partition wall and partition wall.Wall part constitutes the load-carrying members of roof parts in the present invention so that the wallboard for constituting wall part is provided with the function of shear wall, and area within doors is taken without additionally setting load-bearing pillar again, simple in construction, be easily installed.
Description
Technical field
The invention belongs to field of house buildings, a kind of integrated moveable house is specifically related to.
Background technology
It is well known that for the structural stability in house, the building construction of traditional brick mix structure is required for carrying out load-bearing
Post or load bearing wall are poured, but the volume of the load-bearing pillar after pouring is general all larger, with the increase of building height, accordingly
The also further increase therewith of the volume of load-bearing pillar, consequently, it is possible to which load-bearing pillar seriously takes house area within doors, is unfavorable for house room
Effective utilization of inner area, in addition load bearing wall pour workload also than larger, cost is also higher.
The content of the invention
The present invention provides a kind of integrated moveable house, and the integrated moveable house need not set load-bearing pillar, simple in construction,
It is easy to build.
In order to realize the purpose of the present invention, present invention employs following technical scheme：
A kind of integrated moveable house, this house includes the house body being made up of wall part and roof parts, described
Wall part is made up of sheet material, and the wall part is used as a pure shear being monolithically fabricated for roof parts to be carried out with load-bearing
Wall construction.
Further technical scheme：The wall part includes curtain wall penel and the partition wall inside house outside house,
Load bearing cross beam is provided between the outer curtain wall penel and outer curtain wall penel or between outer curtain wall penel and partition wall or between partition wall and partition wall.
Further technical scheme：This house also includes ground base and the house base in ground base, institute
State house body to be installed on house base, the ground base includes some pile bodies, pile body includes foundation pile and detachable
Formula is fixedly installed in above foundation pile and is used for the built on stilts stake for carrying house body；The built on stilts stake is provided with neck and notch court
On, neck is made up of channel-section steel, built on stilts to be engaged by clamping between stake and house base by neck.
Further technical scheme：The house base is included positioned at house bottom and for the steel structure support beam of load-bearing,
The bottom girder with ground base clamping is fixedly connected with below the support beam, the bottom girder is provided with the hanger for lifting.
Further technical scheme：The built on stilts stake includes upper steel plate, the lower steel plate being parallel to each other, upper steel plate and lower steel plate
Between be provided with the first concrete pier, be connected with the first reinforcing bar on the lower face of upper steel plate, upper steel plate passes through the first reinforcing bar and first
Concrete pier, which is poured, to be connected as one, and the upper face of lower steel plate is connected with the second reinforcing bar, and lower steel plate passes through the second reinforcing bar and first
Concrete pier, which is poured, to be connected as one, and neck is welded at the upper face of upper steel plate；First reinforcing bar one end vertical welding in
Upper steel plate, the other end that the first reinforcing bar is located in the first concrete pier is in hook solid；Second reinforcing bar one end vertical welding is in lower steel
Plate, the other end that the second reinforcing bar is located in the first concrete pier is in hook solid；The lower steel plate plate face size is more than upper steel plate
Plate face, lower steel plate plate face is surrounded by the bolt hole being fixedly connected with foundation pile.
Further technical scheme：The foundation pile include the second concrete pier and with the bolt hole in lower steel plate plate face
The bolt being fixedly connected, bolt head is poured with the second concrete pier and is structure as a whole, and bolt head is in hook solid.
Further technical scheme：Some pile bodies are evenly arranged in the length direction and width of house base
On, wherein positioned at the flute length of flute length direction neck on house base width direction of neck on house base length direction
Direction.
Further technical scheme：The bottom girder includes first crossbeam, the second cross beam being arranged parallel to, described first
Crossbeam, second cross beam are arranged with the hanger in the beam body of end；The hanger includes what can be connected with hoisting mechanism
First square tube and the second square tube being set in outside the first square tube, the first described square tube can be moved axially along the second square tube, the
Two square tubes are welded and axially in parallel with first crossbeam, second cross beam；The bottom girder also include square grid beam and with first crossbeam,
The 3rd parallel crossbeam of second cross beam, the first crossbeam, second cross beam be symmetrically arranged in square grid beam and with square grid beam
One group of relative edge it is orthogonal, the first crossbeam, the two ends of second cross beam protrude from distance equal beyond square grid beam, institute
The two ends and square grid beam for stating the 3rd crossbeam are connected and in the middle of first crossbeam, second cross beam, the first crossbeam, the second horizontal stroke
Beam, square grid beam, the 3rd crossbeam are integral type steel structure structure；The first crossbeam with the infall of square grid beam is corresponding respectively sets
There is the first stiffener, the two ends of the first stiffener are welded with first crossbeam, square grid beam respectively；The second cross beam and side
The infall of shape grid beam is correspondingly provided with the second stiffener respectively, the two ends of second stiffener respectively with second cross beam,
Square grid beam welding；The two ends of first square tube are fixedly connected with baffle plate, the axle of the plate face and the first square tube of described baffle plate
To vertical, the baffle plate is outside the second square tube and the plate face size of baffle plate is more than the internal diameter of the second square tube.
Further technical scheme：The support beam includes carrying out the channel-section steel of grafting cooperation with curtain wall penel outside house；It is described
Support beam includes main spar, and the inframe of main spar is fixedly connected with some steel bars for support housing floor, the channel-section steel edge
The peripheral solder arrangement composition ring channel structures and notch of main spar are upward；The first trough rim that the channel-section steel and main spar are welded by
Bending plate is bent to form at notch to outside groove, the main spar is located in the first trough rim bending area defined；If described
Dry steel bar is parallel with one group of opposite side of main spar；Fixed outside the house between curtain wall penel and the second trough rim of channel-section steel by screw
Connection, described screw is evenly arranged along channel-section steel length direction；The trench bottom of the channel-section steel is provided with leaking hole.
Further technical scheme：Curtain wall penel includes the first wall that joint face is made up of contact aside outside the house
Plate, the second wallboard, the first wallboard of the composition joint face, the side of the second wallboard are 45 degree of hypotenuse structures；First wall
Plate, the second wallboard are fixedly connected by edge cover strip, and the edge cover strip is along the side for constituting the first wallboard of joint face, the second wallboard
Side arranges that plate face of the edge cover strip by screw respectively with the first wallboard, the second wallboard is fastened；First wallboard, second
The inner and outer for the perimeter walls that wallboard is constituted is equipped with the edge cover strip；The edge cover strip includes being connected with each other and plate face point
Not first fixed side parallel with the first wallboard, the second wallboard plate face, the second fixed side, the first fixed side, second are consolidated
Determine plate face of the side plate by screw respectively with the first wallboard, the second wallboard to fasten.
The beneficial effects of the present invention are：
(1) wall part constitutes the load-carrying members of roof parts in the present invention so that the wallboard for constituting wall part has
The function of standby shear wall, area within doors is taken without additionally setting load-bearing pillar again, simple in construction, be easily installed.
(2) constituting the pile body of ground base in the present invention includes foundation pile and detachable is fixedly installed in foundation pile
Top and the built on stilts stake for carrying house, due to pile body small volume, then the ground base being made up of some pile bodies takes up an area face
Product is just small, and pile body can be poured in advance and the amount of pouring is smaller, and the installation of pile body will not make to the vegetation of premises perimeter, bottom
Into destruction, it is ensured that house is merged with surrounding enviroment, is detachably reused between foundation pile and built on stilts stake.
(3) the house body built in ground base of the present invention can be attached or be divided by neck and built on stilts stake
From can greatly meet demand of the modern people for mobile house.
(4) this ground base structure is with house body after being installed, and neck can be to the left and right of house body, preceding
Rear to carry out it is spacing, prevent sliding movement of the house body in neck, i.e., effectively enhance house resist high wind or its
The effect of his external force, it is ensured that structural stability and security when house is used.
(5) moving process that the hanger on bottom girder of the present invention directly can be connected for mobile house with hoisting mechanism, operation
Simply, quickly, moving process house body will not be caused damage.The intensity of the bottom girder of said structure is higher, for carrying
More stable during house, security is also higher.
(6) baffle plate that the first square tube is connected in hanger plays restriction effect to movement of first square tube in the second square tube,
Prevent the first square tube from deviating from the second square tube, baffle plate can also ensure that the first square tube is reliable when being connected with hoisting mechanism in addition
Property, prevent situation about being slipped during lifting.After positioning is reinstalled in house, the first square tube can be pushed into hidden in the second square tube
Cover, simple in construction, using effect is good.
(7) because support beam is steel structure structure, so structural strength is high, when board house needs to move, without to it
Broken, it is only necessary to move house and steel structure support beam in the lump；In addition, after channel-section steel is engaged by clamping with outer curtain wall penel
Good sealing effect, then more meet environmental requirement after installing without carrying out gluing processing again.
(8) it is welded on after the side trough rim bending of the channel-section steel of support beam on main spar so that the load-bearing of channel-section steel can be shifted
To main spar so that evenly, structure is more firm, and installing and using for house is also safer for support beam entirety stress.
(9) by increase screw can be so that the plate face of outer curtain wall penel be brought into close contact with the second trough rim together with, overall knot
Structure intensity is further guaranteed, it is most important that effectively prevent rainwater may penetrate into situation within doors by the notch of channel-section steel,
Ensure the overall comfortable for living of board house.
(10) connective stability outside house between curtain wall penel is good, in the case where ensureing that wallboard thickness is constant, and 45 degree tiltedly
Side structure can cause the joint face area between wallboard to reach maximum, and the bonding strength of wallboard is higher, resistance external force effect
Ability is stronger, further ensure that the residential security in monoblock type house.
Brief description of the drawings
Fig. 1 is body construction schematic diagram in house of the present invention.
Fig. 2,3 be ground base in the present invention structural representation.
Fig. 4 is the scheme of installation of ground base and bottom girder in the present invention.
Fig. 5 is the structural representation for the hanger being located in the present invention on bottom girder
Fig. 6 is the structural representation of house base in the present invention.
Fig. 7 is the structural representation of support beam in the present invention.
Fig. 8 is Fig. 7 A-A sectional views.
Fig. 9 is the scheme of installation outside support beam and house between curtain wall penel in the present invention.
Figure 10 is the scheme of installation outside house between curtain wall penel and outer curtain wall penel in the present invention.
The concrete meaning of reference is as follows in figure：
10- pile body 10a- foundation piles 10b- makes somebody a mere figurehead stake 11- neck 12- upper steel plates
121- the first reinforcing bar 13- lower steel plates 131- the second reinforcing bar 132- bolts hole
14- the first concrete pier 15- the second concrete pier 16- bolt 20- houses base
The square crossbeams of grid beam 44- the 3rd of 40- bottom girder 41- first crossbeam 42- second cross beams 43-
45a- the first stiffener 45b- the second stiffener 50- hangers the first square tubes of 51-
52- the second square tube 53- baffle plate 60- support beam 61- channel-section steel 62- main spar 63- steel bars
The outer curtain wall penel 80- screw 64- leaking holes of 611- the first trough rim the second trough rims of 612- 71-
711- the first wallboard 712- the second wallboard 713- edge cover strip 72- partition wall 73- load bearing cross beams
74- parlors
Embodiment
A kind of integrated moveable house, this house includes the house body being made up of wall part and roof parts, described
Wall part is made up of sheet material, and the wall part is used as a pure shear being monolithically fabricated for roof parts to be carried out with load-bearing
Wall construction.Wall part constitutes the load-carrying members of roof parts in the present invention so that the wallboard for constituting wall part is provided with cutting
The function of power wall, area within doors is taken without additionally setting load-bearing pillar again, it is simple in construction, be easy to build.
As shown in Figure 1：The wall part includes curtain wall penel 71 and the partition wall 72 inside house, institute outside house
State between outer curtain wall penel 71 and outer curtain wall penel 71 or be provided between outer curtain wall penel 71 and partition wall 72 or between partition wall 72 and partition wall 72
Load bearing cross beam 73.When the horizontal range between wall and wall farther out, between the wall for such as constituting large area parlor 74, it is possible to
Load bearing cross beam 73 is set on wall, further to increase the structural strength in house.The wall part is preferably by EPS mirror boards
Constitute, the mobile house being made up of EPS mirror boards will not form heat bridge high insulating effect, while be easy to movement, building course without
Pollution, construction material is easily recycled.
Structure of the present invention is described in further detail below in conjunction with the accompanying drawings：
As shown in Figure 2,3, 4：
Mobile house of the present invention includes some pile bodies 10, and pile body 10 includes foundation pile 10a and detachable fixed installation
Built on stilts stake 10b above foundation pile 10a and for carrying house body.This building foundation for house when building, first
Digging a hole on the ground, it is pre-buried that foundation pile 10a is fixed, and then built on stilts stake 10b is mounted on above foundation pile 10a, this
In make somebody a mere figurehead after stake 10b is installed and be highly higher than earth's surface, being so seated in the house above built on stilts stake 10b can just make somebody a mere figurehead on the ground
Square certain distance.Pile body 10 is by foundation pile 10a in the present invention and detachable be fixedly installed in above foundation pile 10a and be used for
The built on stilts stake 10b for carrying house is constituted, due to the small volume of pile body 10, then the ground base being made up of some pile bodies 10 takes up an area face
Product is just small, and pile body 10 can carry out pouring again in-site installation in advance, and the amount of pouring is smaller, the installation of pile body 10 to premises perimeter,
The vegetation of bottom does not result in destruction, it is ensured that house is merged with surrounding enviroment, can between foundation pile 10a and built on stilts stake 10b
Dismounting recycling.
Provided with neck 11 and notch upward, neck 11 is made up of the built on stilts stake 10b channel-section steel, makes somebody a mere figurehead stake 10b and house
It is engaged by clamping between base 20 by neck 11.First, clamping connection means that house body can be divided with built on stilts stake 10b
From people can carry out lifting to house body according to actual conditions and drag and select suitable place to be installed again, the ground
Face foundation structure is especially suitable for building for the house body being made up of light weight board, can greatly meet modern people for movement
The demand in house；Secondly, the structural strength of channel-section steel is big, connective stability and reliability when can ensure clamping well；Furthermore,
The arrangement of notch upward, is easier to install when being engaged by clamping with house base 20, meanwhile, in house, body needs movement
When, it is also easier to be lifted.
The built on stilts stake 10b includes upper steel plate 12, the lower steel plate 13 being parallel to each other, and is set between upper steel plate 12 and lower steel plate 13
Have and the first reinforcing bar 121 is connected with the first concrete pier 14, the lower face of upper steel plate 12, upper steel plate 12 passes through the first reinforcing bar 121
Pour and connect as one with the first concrete pier 14, the upper face of lower steel plate 13 is connected with the second reinforcing bar 131, and lower steel plate 13 passes through
Second reinforcing bar 131 is poured with first concrete pier 14 and connected as one, and neck 11 is welded at the upper face of upper steel plate 12.
I.e. the neck 11 of channel-section steel structure is integrated by being welded on upper steel plate 12 to pour with the first concrete pier 14 again, is further ensured that
The reliability that built on stilts stake 10b is connected with house body, the overall knots of built on stilts stake 10b can be strengthened by lower steel plate 13 one side
Structure stability, in addition, also allowing for built on stilts stake 10b and foundation pile 10a progress installations being connected by lower steel plate 13.
One end vertical welding of first reinforcing bar 121 is located in the first concrete pier 14 in upper steel plate 12, the first reinforcing bar 121
The other end be in hook solid；One end vertical welding of second reinforcing bar 131 is located at the first concrete in lower steel plate 13, the second reinforcing bar 131
The other end in pier 14 is in hook solid.First reinforcing bar 121 and the other end of the second reinforcing bar 131 are hook solid, can ensure respectively on
The reliability that steel plate 12, the concrete pier 15 of lower steel plate 13 and first are attached so that built on stilts stake 10b overall structures are more stable,
Stability, reliability beneficial to built on stilts stake 10b as ground base when being installed with house body.
The plate face size of lower steel plate 13 is more than the plate face of upper steel plate 12, and the plate face of lower steel plate 13 is surrounded by and foundation pile
The bolt hole 132 that 10a is fixedly connected.The foundation pile 10a include the second concrete pier 15 and with the plate face of lower steel plate 13
The bolt 16 that bolt hole 132 is fixedly connected, the head of bolt 16 pours with the second concrete pier 15 and is structure as a whole, bolt 16
Head is in hook solid.Here specifically teach built on stilts stake 10b and foundation pile 10a is how to carry out detachable connection, i.e. base
Bolt 16 on plinth stake 10a passes through the bolt hole 132 in the built on stilts stake 10b plate face of lower steel plate 13, then tightens nut and realizes frame
Empty stake 10b is fixedly connected with foundation pile 10a's, and when house body needs movement, the ground base can also carry out dismounting movement
Recycle, it is very easy to use, considerably reduce the construction cost of ground base.
Some pile bodies 10 are evenly arranged on the length direction and width of house base 20, wherein positioned at house
The flute length direction of the flute length direction of neck 11 neck 11 on the width of house base 20 on the length direction of base 20.This
Kind of ground base structure with house body after being installed, left and right that neck 11 can be to house body, fore-and-aft direction progress
It is spacing, sliding movement of the house body in neck 11 is prevented, i.e., effectively enhances house and resists high wind or other external force
Effect, it is ensured that structural stability and security when house is used.
As shown in Figure 4,5, 6：The house base 20 is included positioned at house bottom and for the steel structure support beam 60 of load-bearing,
The lower section of support beam 60 is fixedly connected with the bottom girder 40 with ground base clamping, and the bottom girder 40 is provided with for hanging for lifting
Ear.When needing to move house body, it is possible to be directly connected by hanger 50 with hoisting mechanism, the shifting in house is realized
Dynamic, simple to operate, quick, moving process will not be caused to damage to house body, it is ensured that house body is being lifted and is being moved through
The stabilization of structure in journey.
The bottom girder 40 includes first crossbeam 41, the second cross beam 42 being arranged parallel to, the first crossbeam 41, second
Crossbeam 42 is arranged with the hanger 50 in the beam body of end.I.e. in hoisting process, the weight of house body all falls
On first crossbeam 41, second cross beam 42, hoisting mechanism directly acts on first crossbeam 41, the hanger 50 on second cross beam 42
Realize the movement in house.
The hanger 50 includes the first square tube 51 that can be connected with hoisting mechanism and be set in outside the first square tube 51 the
Two square tubes 52, the first described square tube 51 can be moved axially along the second square tube 52, and the second square tube 52 and first crossbeam 41, second are horizontal
Beam 42 is welded and axially in parallel.Above-mentioned hanger 50 is by the way that the first square tube 51 is not exclusively extracted out in the second square tube when in use
52 and the outer wall that makes it protrude from house, then the first square tube 51 is connected with hoisting mechanism, because the bottom girder 40 is also to be used to hold
Weight, so the center of gravity in house falls on bottom girder 40 substantially, can very smoothly by being symmetrical arranged hanger 50 on bottom girder
House is lifted, it is to avoid the inclination damage situations in house.
The bottom girder 40 also includes square grid beam 43 and threeth crossbeam parallel with first crossbeam 41, second cross beam 42
44, the first crossbeam 41, second cross beam 42 be symmetrically arranged in square grid beam 43 and with one group of relative edge of square grid beam 43
Orthogonal, the first crossbeam 41, the two ends of second cross beam 42 protrude from distance equal beyond square grid beam 43, the described 3rd
The two ends of crossbeam 44 and square grid beam 43 are connected and in the middle of first crossbeam 41, second cross beam 42, the first crossbeam 41, the
Two crossbeams 42, square grid beam 43, the 3rd crossbeam 44 are integral type steel structure structure.The bottom girder 40 is attached using welding manner,
The turning position of wherein square grid beam 43 is welded using 45 degree of welding manners, that is, two be weldingly connected piece square tube end face is in 45
Degree, such attachment structure is more reliable and stable.The structural strength of bottom girder 40 of said structure is higher, when for carrying house
Stability, security are higher.
The first crossbeam 41 and the infall of square grid beam 43 are correspondingly provided with the first stiffener 45a respectively, and first adds
Welded respectively with first crossbeam 41, square grid beam 43 at strong reinforcing bar 45a two ends；The second cross beam 42 and the friendship of square grid beam 43
Be correspondingly provided with respectively at fork the second stiffener 45b, the second stiffener 45b two ends respectively with second cross beam 42, side
Shape grid beam 43 is welded.First stiffener 45a and the second stiffener 45b may further ensure that the structural strength of bottom girder 40 with
And stability and security of the house in lifting.
The two ends of first square tube 51 are fixedly connected with baffle plate 53, the plate face and the first square tube 51 of described baffle plate 53
Axially vertical, the baffle plate 53 is more than the internal diameter of the second square tube 52 in outer and baffle plate 53 the plate face size of the second square tube 52.I.e.
Movement of 53 pair of first square tube 51 of baffle plate of one square tube 51 connection in the second square tube 52 plays restriction effect, prevents the first square tube
51 deviate from the second square tubes 52, and baffle plate 53 can also ensure reliability of first square tube 51 when being connected with hoisting mechanism in addition, prevent
Situation about being slipped when only lifting.After positioning is reinstalled in house, the first square tube 51 can be pushed into hidden in the second square tube 52
Cover, simple in construction, using effect is good.And traditional lifting lug mechanism is to use pipe, and circular tube structure hanger for
During lifting process, lifting rope be easy on pipe slide in addition slip, and lifting terminate after also without the image of Buddha present invention in hanger
Flexible hide is carried out like that.Comparatively speaking, the hanger of rhs-structure structure when for lifting is more stable and whole in the present invention
Body weight is lighter.
The first stiffener 45a is arranged in the both sides of first crossbeam 41 with the hanger 50 on first crossbeam 41；
The second stiffener 45b is arranged in the both sides of second cross beam 42 with the hanger 50 on second cross beam 42.So set
It is main or in order to ensure the structural reliability of bottom girder 40 so that the uniform force of bottom girder 40 during lifting, further ensure that lifting
With the stability and security in moving process.
Described bottom girder 40 and hanger 50 is constituted by galvanized steel plain sheet.Galvanized steel plain sheet has Corrosion Protection, can be effective
Extend the service life in house.
As shown in Fig. 7,8,9：House base 20 also includes the steel structure support beam 60 being located on bottom girder 40, the support beam 60
Channel-section steel 61 including carrying out grafting cooperation with curtain wall penel outside house 71.When mounted, steel structure support beam 60 passes through channel-section steel 61 and room
It is used for the weight for carrying house after curtain wall penel 71 is connected and fixed outside room.Because support beam 60 is steel structure structure, so structure
Intensity is high, when board house needs to move, without being broken to it, it is only necessary to which house is moved in the lump with steel structure support beam 60
It is dynamic；Further, since channel-section steel 61 is more smooth compared to the neck surface that tradition is built by laying bricks or stones, therefore channel-section steel 61 blocks with outer curtain wall penel 71
The good sealing effect after coordinating is connect, while the smooth EPS mirror boards in surface can be used in outer curtain wall penel 71, then more without again after installing
Gluing processing is carried out, meets environmental requirement.
The support beam 60 includes main spar 62, and the inframe of main spar 62, which is fixedly connected with, some is used for support housing floor
Steel bar 63, peripheral solder arrangement of the channel-section steel 61 along main spar 62 constitute ring channel structures and notch upward.Here side
The shape of ellbeam 62 and house peripheral shape are identical, after curtain wall penel is installed outside house, the earth construction in house, such as
Floor and underfloor bed course can be directly installed in the support beam 60 being made up of some steel bars 63 so that integrally tied in house
Structure is more reliable.
The first trough rim 611 that the channel-section steel 61 and main spar 62 are welded from being bent to form bending plate to outside groove at notch,
The main spar 62 is located in the first trough rim 611 bending area defined.In this structure, the side trough rim of channel-section steel 61 rides over
On main spar 62, and soldering is carried out, the load-bearing of channel-section steel 61 can be allowd to be transferred on main spar 62 so that support beam
Evenly, structure is more firm, and installing and using for house is also safer for 60 overall stress.
Some steel bars 63 are parallel with one group of opposite side of main spar 62.Here the arrangement of steel bar 63, is on the one hand carried
The structural strength of high support beam 60, also allows for laying earth construction above it in addition.
The mounting structure also includes the spiral shell for being fixedly connected the second trough rim 612 of curtain wall penel outside house 71 and channel-section steel 61
Nail 80, described screw 80 is evenly arranged along the length direction of channel-section steel 61.Here provide one kind and cause curtain wall penel 71 outside house
With after the grafting of channel-section steel 61 plate face of outer curtain wall penel 71 and the can be caused by increasing screw 80 with the mounting structure of rainwater-proof
Two trough rims 612 are brought into close contact together, and overall construction intensity is further guaranteed, it is most important that effectively prevent rainwater can
Situation within doors can be penetrated into by the notch of channel-section steel 61, it is ensured that the overall comfortable for living of board house.
But, if the situation that rain is penetrated into groove by the notch of channel-section steel 61 really, the trench bottom of the channel-section steel 61 is set
There is leaking hole 64, such rainwater can just be excluded by leaking hole 64, living environment is impacted within doors without entering.
As shown in Figure 10：Curtain wall penel 71 includes the first wallboard that joint face is made up of contact aside outside the house
711st, the second wallboard 712, first wallboard 711 for constituting joint face, the side of the second wallboard 712 are hypotenuse structure.Due to
First wallboard 711, the side of the second wallboard 712 are hypotenuse structure, and the first wallboard 711, the second wallboard 712 are by contact aside
When constituting joint face, the active force from the first wallboard 711 or the plate face direction of the second wallboard 712, such as wind-force can be regarded as the work
It is firmly to act on the first wallboard 711, in the overall structure that the second wallboard 712 is connected and composed, i.e., active force acts on the first wall
During 711 plate face direction of plate, the first wallboard 711 can be resisted against on the second wallboard 712, and active force acts on the plate of the second wallboard 712
During the direction of face, the second wallboard 712 can be resisted against on the first wallboard 711, so can be with active balance external force for house periphery
The direct effect of single wallboard, the connection between the first wallboard 711, the second wallboard 712 is not only to rely on fastener, its own
Just there is the effect of certain resistance external force.More preferably, the ability for resisting external forces is stronger for the attachment structure connective stability,
It further ensure that the residential security in monoblock type house.
It is 45 degree of hypotenuse structures to constitute the first wallboard 711 of joint face, the side of the second wallboard 712.Ensureing wallboard thickness
In the case of constant, 45 degree of hypotenuse structures can cause the area of the joint face between wallboard to reach maximum, and the connection of wallboard is strong
Du Genggao, the ability of resistance external force effect is stronger.
The following provide a kind of mode for being fixedly connected the first wallboard 711, the second wallboard 712：
First wallboard 711, the second wallboard 712 are fixedly connected by edge cover strip 713, and the edge cover strip 713 is along structure
The first wallboard 711, the second wallboard 712 into joint face side arrangement, the edge cover strip 713 by screw respectively with the first wall
The plate face fastening of plate 711, the second wallboard 712.
Above-mentioned edge cover strip 713 includes being connected with each other and plate face is parallel with the first wallboard 711, the plate face of the second wallboard 712 respectively
The first fixed side, the second fixed side, the first fixed side, the second fixed side by screw respectively with the first wallboard
711st, the plate face fastening of the second wallboard 712.
In order to increase bonding strength, the inner side for the perimeter walls that first wallboard 711, the second wallboard 712 are constituted with it is outer
Side is equipped with the edge cover strip 713, thus further ensures that the connective stability in monoblock type house, and reliability improves peace of living
Full property requirement.
Claims (7)
1. a kind of integrated moveable house, it is characterised in that：This house includes the house being made up of wall part and roof parts
Body, the wall part is made up of sheet material, and the wall part is monolithically fabricated for being held to roof parts as one
The shear wall structure of weight；
This house also includes ground base and the house base (20) in ground base, and the house body is installed on
On house base (20), the ground base includes some pile bodies (10), and pile body (10) includes foundation pile (10a) and detachable
Formula is fixedly installed in above foundation pile (10a) and is used for the built on stilts stake (10b) for carrying house body；On the built on stilts stake (10b)
Provided with neck (11) and notch upward, neck (11) is made up of channel-section steel, built on stilts to pass through card between stake (10b) and house base (20)
Groove (11) is engaged by clamping；
The house base (20) is included positioned at house bottom and for the steel structure support beam (60) of load-bearing, the support beam (60)
Lower section is fixedly connected with the bottom girder (40) with ground base clamping, and the bottom girder (40) is provided with the hanger (50) for lifting；
The bottom girder (40) includes the first crossbeam (41), the second cross beam (42) that are arranged parallel to, the first crossbeam (41),
Second cross beam (42) is arranged with the hanger (50) in the beam body of end；The hanger (50) includes can be with hoisting mechanism
Connection the first square tube (51) and be set in the second square tube (52) of the first square tube (51) outside, described the first square tube (51) can
Moved axially along the second square tube (52), the second square tube (52) is welded and axially in parallel with first crossbeam (41), second cross beam (42)；
The bottom girder (40) also includes square grid beam (43) and threeth crossbeam parallel with first crossbeam (41), second cross beam (42)
(44), the first crossbeam (41), second cross beam (42) be symmetrically arranged in square grid beam (43) and with square grid beam (43)
One group of relative edge is orthogonal, and the first crossbeam (41), the two ends of second cross beam (42) protrude from square grid beam (43) with foreign minister
Deng distance, the two ends of the 3rd crossbeam (44) are connected with square grid beam (43) and positioned at first crossbeam (41), second cross beam
(42) in the middle of, the first crossbeam (41), second cross beam (42), square grid beam (43), the 3rd crossbeam (44) are integral type steel structure
Structure；The first crossbeam (41) and the infall of square grid beam (43) are correspondingly provided with the first stiffener (45a), first respectively
Welded respectively with first crossbeam (41), square grid beam (43) at the two ends of stiffener (45a)；The second cross beam (42) with it is square
The infall of grid beam (43) is correspondingly provided with the second stiffener (45b), the two ends difference of second stiffener (45b) respectively
Welded with second cross beam (42), square grid beam (43)；The two ends of first square tube (51) are fixedly connected with baffle plate (53), described
Baffle plate (53) plate face and the first square tube (51) it is axially vertical, the baffle plate (53) in the second square tube (52) outside and baffle plate
(53) plate face size is more than the internal diameter of the second square tube (52).
2. integrated moveable house as claimed in claim 1, it is characterised in that：The wall part includes curtain wall penel outside house
(71) partition wall (72) and inside house, between the outer curtain wall penel (71) and outer curtain wall penel (71) or outer curtain wall penel
(71) load bearing cross beam (73) is provided between partition wall (72) or between partition wall (72) and partition wall (72).
3. integrated moveable house as claimed in claim 1, it is characterised in that：The built on stilts stake (10b) includes being parallel to each other
Upper steel plate (12), lower steel plate (13), between upper steel plate (12) and lower steel plate (13) be provided with the first concrete pier (14), upper steel plate
(12) the first reinforcing bar (121) is connected with lower face, upper steel plate (12) passes through the first reinforcing bar (121) and the first concrete pier
(14) pour and connect as one, the upper face of lower steel plate (13) is connected with the second reinforcing bar (131), and lower steel plate (13) passes through the second steel
Muscle (131) is poured with the first concrete pier (14) and connected as one, and neck (11) is welded at the upper face of upper steel plate (12)；Institute
The first reinforcing bar (121) one end vertical welding is stated in upper steel plate (12), the first reinforcing bar (121) is located in the first concrete pier (14)
The other end is in hook solid；Second reinforcing bar (131) one end vertical welding is in lower steel plate (13), and the second reinforcing bar (131), which is located at first, to be mixed
The other end in solidifying knoll (14) is in hook solid；Lower steel plate (13) the plate face size is more than the plate face of upper steel plate (12), lower steel
Plate (13) plate face is surrounded by the bolt hole (132) being fixedly connected with foundation pile (10a).
4. integrated moveable house as claimed in claim 1, it is characterised in that：The foundation pile (10a) includes the second coagulation
Knoll (15) and the bolt (16) being fixedly connected with the bolt hole (132) in lower steel plate (13) plate face, bolt (16) head
Portion pours with the second concrete pier (15) and is structure as a whole, and bolt (16) head is in hook solid.
5. integrated moveable house as claimed in claim 1, it is characterised in that：Some pile bodies (10) are evenly arranged in room
On the length direction and width of room base (20), wherein on house base (20) length direction neck (11) flute length
The flute length direction of direction neck (11) on house base (20) width.
6. integrated moveable house as claimed in claim 2, it is characterised in that：The support beam (60) includes and house periphery
Wallboard (71) carries out the channel-section steel (61) of grafting cooperation；The support beam (60) includes main spar (62), the inframe of main spar (62)
It is fixedly connected with some steel bars (63) for support housing floor, peripheral solder cloth of the channel-section steel (61) along main spar (62)
Put composition ring channel structures and notch upward；The first trough rim (611) that the channel-section steel (61) is welded with main spar (62) is by notch
Place is bent to form bending plate to outside groove, and the main spar (62) is located in the first trough rim (611) bending area defined；Institute
State some steel bars (63) parallel with one group of opposite side of main spar (62)；Curtain wall penel (71) and the second of channel-section steel (61) outside the house
It is fixedly connected between trough rim (612) by screw (80), described screw (80) is evenly arranged along channel-section steel (61) length direction；
The trench bottom of the channel-section steel (61) is provided with leaking hole (64).
7. integrated moveable house as claimed in claim 2, it is characterised in that：Curtain wall penel (71) includes passing through outside the house
Contact aside and constitute the first wallboard (711) of joint face, the second wallboard (712), it is described constitute joint face the first wallboard
(711), the side of the second wallboard (712) is 45 degree of hypotenuse structures；First wallboard (711), the second wallboard (712) pass through bag
Edge strip (713) is fixedly connected, first wallboard (711), second wallboard (712) of the edge cover strip (713) along composition joint face
Side arrangement, plate face of the edge cover strip (713) by screw respectively with the first wallboard (711), the second wallboard (712) be tight
Gu；The inner and outer for the perimeter walls that first wallboard (711), the second wallboard (712) are constituted is equipped with the edge cover strip
(713)；The edge cover strip (713) include be connected with each other and plate face respectively with the first wallboard (711), the second wallboard (712) plate face
Parallel the first fixed side, the second fixed side, the first fixed side, the second fixed side by screw respectively with the first wall
The plate face fastening of plate (711), the second wallboard (712).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510770460.7A CN105442870B (en) | 2015-11-11 | 2015-11-11 | A kind of integrated moveable house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510770460.7A CN105442870B (en) | 2015-11-11 | 2015-11-11 | A kind of integrated moveable house |
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| Publication Number | Publication Date |
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| CN105442870A CN105442870A (en) | 2016-03-30 |
| CN105442870B true CN105442870B (en) | 2017-11-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510770460.7A Expired - Fee Related CN105442870B (en) | 2015-11-11 | 2015-11-11 | A kind of integrated moveable house |
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| Country | Link |
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| CN (1) | CN105442870B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110259202B (en) * | 2019-07-17 | 2024-03-15 | 黑龙江大千环保科技有限公司 | Modularized emergency house capable of being quickly disassembled and assembled |
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| US6282856B1 (en) * | 1996-04-10 | 2001-09-04 | Charles J. Mackarvich | Stabilization pad providing lateral and longitudinal support system for premanufactured building |
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| US7562508B2 (en) * | 2003-11-07 | 2009-07-21 | Martin Marietta Materials, Inc. | Shelter and associated method of assembly |
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|---|---|
| CN105442870A (en) | 2016-03-30 |
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