CN105442870A - Integrated mobile house - Google Patents
Integrated mobile house Download PDFInfo
- Publication number
- CN105442870A CN105442870A CN201510770460.7A CN201510770460A CN105442870A CN 105442870 A CN105442870 A CN 105442870A CN 201510770460 A CN201510770460 A CN 201510770460A CN 105442870 A CN105442870 A CN 105442870A
- Authority
- CN
- China
- Prior art keywords
- house
- wallboard
- crossbeam
- steel plate
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
Abstract
The invention belongs to the field of house buildings and particularly relates to an integrated mobile house. The integrated mobile house comprises a house body formed by a wall part and a roof part. The wall part is made of boards and serves as a whole to form a pure shear wall structure for bearing the roof part. The wall part comprises house peripheral wall boards and partition walls located in the house. Bearing cross beams are arranged between the peripheral wall boards or between the peripheral wallboards and the partition walls or between the partition walls. The wall part forms the bearing structure of the roof part, all the wallboards forming the wall part have the shear wall function, the situation that bearing columns need to be additionally arranged, so that the area in the house is occupied is avoided, and the integrated mobile house is simple in structure and easy to install.
Description
Technical field
The invention belongs to field of house buildings, specifically relate to a kind of integrated moveable house.
Background technology
As everyone knows, in order to the structural stability in house, the building construction of traditional brick mix structure all needs to carry out building of load-bearing pillar or load bearing wall, but the volume of the load-bearing pillar after building is general all comparatively large, along with the increase of building height, the volume of corresponding load-bearing pillar also increases thereupon further, thus, load-bearing pillar seriously takies house area within doors, is unfavorable for effective utilization of house area within doors, in addition load bearing wall to build workload also larger, cost is also higher.
Summary of the invention
The invention provides a kind of integrated moveable house, this integrated moveable house is without the need to arranging load-bearing pillar, and structure is simple, be easy to build.
In order to realize object of the present invention, present invention employs following technical scheme:
A kind of integrated moveable house, this house comprises the house body be made up of wall part and roof parts, and described wall part is made up of sheet material, and described wall part is integrally configured for the shear wall structure of roof parts being carried out to load-bearing.
Further technical scheme: described wall part comprises curtain wall penel outside house and is positioned at the partition wall of inside, house, is provided with load bearing cross beam between described 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 comprises ground base and is positioned at the house base in ground base, described house body is installed on house base, described ground base comprises some pile bodies, and pile body comprises foundation pile and to be detachablely fixedly installed in above foundation pile and built on stilts stake for carrying house body; Described built on stilts stake be provided with draw-in groove and notch upward, draw-in groove is made up of channel-section steel, built on stilts between stake and house base by draw-in groove snap-fit engagement.
Further technical scheme: described house base comprises and to be positioned at bottom house and for the steel structure brace summer of load-bearing, be fixedly connected with the bottom girder with ground base clamping below described brace summer, described bottom girder is provided with the hanger for lifting.
Further technical scheme: described built on stilts stake comprises the upper steel plate, the lower steel plate that are parallel to each other, the first concrete pier is provided with between upper steel plate and lower steel plate, the lower face of upper steel plate is connected with the first reinforcing bar, upper steel plate is built by the first reinforcing bar and the first concrete pier and is connected as one, the upper face of lower steel plate is connected with the second reinforcing bar, lower steel plate is built by the second reinforcing bar and the first concrete pier and is connected as one, and draw-in groove is welded in the upper face place of upper steel plate; Described first reinforcing bar one end vertical welding is in upper steel plate, and the other end that the first reinforcing bar is positioned at the first concrete pier is hook solid; Second reinforcing bar one end vertical welding is in lower steel plate, and the other end that the second reinforcing bar is positioned at the first concrete pier is hook solid; Described lower steel plate plate face size is greater than the plate face of upper steel plate, and lower steel plate plate face surrounding is provided with the bolt hole be fixedly connected with foundation pile.
Further technical scheme: described foundation pile comprises the second concrete pier and is fixed with the bolt hole on lower steel plate plate face the bolt be connected, and bolt head and the second concrete pier are built and be structure as a whole, and bolt head is hook solid.
Further technical scheme: on the length direction that described some pile bodies are evenly arranged in house base and width, be wherein positioned at the flute length direction of flute length direction perpendicular to draw-in groove on house base width of draw-in groove on base length direction, house.
Further technical scheme: described bottom girder comprises the first crossbeam, the second cross beam that are parallel to each other and arrange, and described first crossbeam, second cross beam are arranged with described hanger on the beam body of end; Described hanger comprises first square tube that can be connected with hoisting mechanism and the second square tube be set in outside the first square tube, and the first described square tube can move axially along second party pipe, and the second square tube is welded with first crossbeam, second cross beam and axis is parallel; Described bottom girder also comprises square box beam and three crossbeam parallel with first crossbeam, second cross beam, described first crossbeam, second cross beam to be symmetrically arranged in square box beam and orthogonal with one group of relative edge of square box beam, the two ends of described first crossbeam, second cross beam all protrude from distance equal beyond square box beam, the two ends of described 3rd crossbeam are connected with square box beam and are positioned in the middle of first crossbeam, second cross beam, and described first crossbeam, second cross beam, square box beam, the 3rd crossbeam are integral type steel structure structure; Described first crossbeam is provided with the first stiffener with the infall of square box beam is corresponding respectively, and the two ends of the first stiffener are welded with first crossbeam, square box beam respectively; Described second cross beam is provided with the second stiffener with the infall of square box beam is corresponding respectively, and the two ends of described second stiffener are welded with second cross beam, square box beam respectively; The two ends of described first square tube are fixedly connected with baffle plate, the plate face of described baffle plate and the axial vertical of the first square tube, and described baffle plate is greater than the internal diameter of the second square tube in the outer and plate face size of baffle plate of the second square tube.
Further technical scheme: described brace summer comprises the channel-section steel carrying out grafting with curtain wall penel outside house and coordinate; Described brace summer comprises main spar, and the frame internal fixtion of main spar is connected with some steel bars for support housing floor, and described channel-section steel arranges looping groove structure and notch upward along the peripheral solder of main spar; The first trough rim that described channel-section steel welds with main spar is bent to form bending plate by notch outside groove, and described main spar is positioned at the first trough rim and bends the region surrounded; Described some steel bars are parallel with one group of opposite side of square framework; Be fixedly connected with by screw between curtain wall penel and the second trough rim of channel-section steel outside described house, described screw is evenly arranged along channel-section steel length direction; The trench bottom of described channel-section steel is provided with leaking hole.
Further technical scheme: outside described house, curtain wall penel comprises the first wallboard, the second wallboard that consist of joint face contact aside, the first wallboard of described formation joint face, the side of the second wallboard are 45 degree of hypotenuse structures; Described first wallboard, the second wallboard are fixedly connected with by edge cover strip, and described edge cover strip is along forming the first wallboard of joint face, the side layout of the second wallboard, and described edge cover strip is fastening with the plate face of the first wallboard, the second wallboard respectively by screw; The inner and outer of the perimeter walls that described first wallboard, the second wallboard are formed is equipped with described edge cover strip; Described edge cover strip comprises and being interconnected and parallel with the first wallboard, the second wall panels face respectively the first fixed side, the second fixed side in plate face, and the first fixed side, the second fixed side are fastening with the plate face of the first wallboard, the second wallboard respectively by screw.
Beneficial effect of the present invention is:
(1) in the present invention, wall part forms the load-carrying members of roof parts, making the wallboard forming wall part all possess the function of shear wall, taking area within doors without the need to additionally arranging load-bearing pillar again, and structure is simple, be easy to install.
(2) pile body forming ground base in the present invention comprises foundation pile and to be detachablely fixedly installed in above foundation pile and built on stilts stake for carrying house, because pile body volume is little, the ground base floor space be so made up of some pile bodies is just little, pile body can be built in advance and the amount of building is less, the installation of pile body can not damage the vegetation of premises perimeter, bottom, ensure that the fusion of house and surrounding enviroment, detachably reuse between foundation pile and built on stilts stake.
(3) the house body built in ground base of the present invention can be undertaken connecting or being separated by draw-in groove and built on stilts stake, greatly can meet the demand of modern people for mobile house.
(4) this ground base structure is after installing with house body, draw-in groove can carry out spacing to the left and right of house body, fore-and-aft direction, prevent the sliding movement of house body in draw-in groove, namely effectively enhance the effect that high wind or other external force are resisted in house, ensure that structural stability when house uses and safety.
(5) hanger on bottom girder of the present invention can directly be connected with hoisting mechanism for the moving process of mobile house, and simple to operate, quick, moving process can not cause damage to house body.The intensity of the bottom girder of said structure is higher, and more stable when for carrying house, safety is also higher.
(6) baffle plate that in hanger, the first square tube connects plays restriction to the movement of the 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 the reliability of the first square tube when being connected with hoisting mechanism in addition, and the situation of slippage occurs when preventing from lifting.After location is reinstalled in house, the first square tube can push in the second square tube hidden, and structure is simple, and result of use is good.
(7) because brace summer is steel structure structure, so structural strength is high, when board house needs to move, without the need to breaking it, only need house and steel structure brace summer to move in the lump; In addition, the good sealing effect after channel-section steel and outer curtain wall penel snap-fit engagement, then more playing glue process without the need to carrying out after installing again, meeting environmental requirement.
(8) be welded on main spar after the side trough rim bending of the channel-section steel of brace summer, the load-bearing of channel-section steel can be transferred on main spar, make brace summer overall stressed evenly, structure is more firm, and installing and using of house is also safer.
(9) can make together with the plate face of outer curtain wall penel fits tightly with the second trough rim by increasing screw, overall construction intensity is guaranteed further, the most important thing is that effectively prevent rainwater by the notch infiltration situation within doors of channel-section steel, may guarantee the comfortable for living of board house entirety.
(10) connective stability outside house between curtain wall penel is good, when ensureing that wallboard thickness is constant, 45 degree of hypotenuse structures can make the joint face area between wallboard reach maximum, the bonding strength of wallboard is higher, the ability of opposing External Force Acting is stronger, further ensure that the residential security in monolithic house.
Accompanying drawing explanation
Fig. 1 is house of the present invention body construction schematic diagram.
Fig. 2,3 is structural representations of ground base in the present invention.
Fig. 4 is the scheme of installation of ground base and bottom girder in the present invention.
Fig. 5 is the structural representation of the hanger be positioned 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 brace summer in the present invention.
Fig. 8 is the A-A sectional view of Fig. 7.
Fig. 9 is the scheme of installation in the present invention outside brace summer and house between curtain wall penel.
Figure 10 is the scheme of installation in the present invention outside house between curtain wall penel and outer curtain wall penel.
In figure, the concrete meaning of Reference numeral is as follows:
10-pile body 10a-foundation pile 10b-makes somebody a mere figurehead stake 11-draw-in groove 12-upper steel plate
121-first reinforcing bar 13-lower steel plate 131-second reinforcing bar 132-bolt hole
14-first concrete pier 15-second concrete pier 16-bolt 20-house base
40-bottom girder 41-first crossbeam 42-second cross beam 43-square box beam 44-the 3rd crossbeam
45a-first stiffener 45b-second stiffener 50-hanger 51-first square tube
52-second square tube 53-baffle plate 60-brace summer 61-channel-section steel 62-main spar 63-steel bar
The outer curtain wall penel 80-screw 64-leaking hole of 611-first trough rim 612-second trough rim 71-
711-first wallboard 712-second wallboard 713-edge cover strip 72-partition wall 73-load bearing cross beam
74-parlor
Detailed description of the invention
A kind of integrated moveable house, this house comprises the house body be made up of wall part and roof parts, and described wall part is made up of sheet material, and described wall part is integrally configured for the shear wall structure of roof parts being carried out to load-bearing.In the present invention, wall part forms the load-carrying members of roof parts, making the wallboard forming wall part all possess the function of shear wall, taking area within doors without the need to additionally arranging load-bearing pillar again, and structure is simple, be easy to build.
As shown in Figure 1: described wall part comprises curtain wall penel 71 outside house and is positioned at the partition wall 72 of inside, house, between described outer curtain wall penel 71 and outer curtain wall penel 71 or be provided with load bearing cross beam 73 between outer curtain wall penel 71 and partition wall 72 or between partition wall 72 and partition wall 72.Horizontal range between body of wall and body of wall is comparatively far away, between the body of wall as formation large area parlor 74, just can arrange load bearing cross beam 73 on body of wall, to increase the structural strength in house further.Described wall part is preferably made up of EPS mirror board, and the mobile house be made up of EPS mirror board can not form heat bridge high insulating effect, and be convenient to mobile, building course is pollution-free simultaneously, and constructional materials is easy to reclaim.
Structure of the present invention is carried out more specifically bright below in conjunction with accompanying drawing:
As shown in Figure 2,3, 4:
Mobile house of the present invention comprises some pile bodies 10, and pile body 10 comprises foundation pile 10a and to be detachablely fixedly installed in above foundation pile 10a and built on stilts stake 10b for carrying house body.This building foundation is when building for house, first dig a hole on the ground and foundation pile 10a is fixed pre-buried, then built on stilts stake 10b is mounted on above foundation pile 10a, here built on stilts stake 10b installs rear height higher than earth's surface, and square certain distance on the ground just can be maked somebody a mere figurehead in the house be seated in like this above built on stilts stake 10b.In the present invention, pile body 10 is by foundation pile 10a and to be detachablely fixedly installed in above foundation pile 10a and built on stilts stake 10b for carrying house is formed, because pile body 10 volume is little, the ground base floor space be so made up of some pile bodies 10 is just little, pile body 10 can build in-site installation more in advance, and the amount of building is less, the installation of pile body 10 can not damage the vegetation of premises perimeter, bottom, ensure that the fusion of house and surrounding enviroment, detachably reuse between foundation pile 10a and built on stilts stake 10b.
Described built on stilts stake 10b be provided with draw-in groove 11 and notch upward, draw-in groove 11 is made up of channel-section steel, built on stilts between stake 10b and house base 20 by draw-in groove 11 snap-fit engagement.First, clamping connects and means that house body can be separated with built on stilts stake 10b, people can to lift house body according to actual conditions and drag and select suitable place to install again, this ground base structure is especially applicable to building of the house body be made up of light weight board, greatly can meet the demand of modern people for mobile house; Secondly, the structural strength of channel-section steel is large, connective stability when can ensure clamping well and reliability; Moreover notch layout upward, is easier to install when carrying out snap-fit engagement with house base 20, meanwhile, when house body needs mobile, be also easier to be lifted.
Described built on stilts stake 10b comprises the upper steel plate 12, the lower steel plate 13 that are parallel to each other, the first concrete pier 14 is provided with between upper steel plate 12 and lower steel plate 13, the lower face of upper steel plate 12 is connected with the first reinforcing bar 121, upper steel plate 12 is built by the first reinforcing bar 121 and the first concrete pier 14 and is connected as one, the upper face of lower steel plate 13 is connected with the second reinforcing bar 131, lower steel plate 13 is built by the second reinforcing bar 131 and described first concrete pier 14 and is connected as one, and draw-in groove 11 is welded in the upper face place of upper steel plate 12.Namely the draw-in groove 11 of channel-section steel structure is integrated by being welded on upper steel plate 12 builds with the first concrete pier 14 again, further ensure the reliability that built on stilts stake 10b is connected with house body, the structural stability of built on stilts stake 10b entirety can be strengthened by lower steel plate 13 1 aspect, in addition, be also convenient to that built on stilts stake 10b and foundation pile 10a are carried out installation by lower steel plate 13 be connected.
Described first reinforcing bar 121 one end vertical welding is in upper steel plate 12, and the other end that the first reinforcing bar 121 is positioned at the first concrete pier 14 is hook solid; Second reinforcing bar 131 one end vertical welding is in lower steel plate 13, and the other end that the second reinforcing bar 131 is positioned at the first concrete pier 14 is hook solid.First reinforcing bar 121 and second reinforcing bar 131 other end are hook solid, can ensure that upper steel plate 12, lower steel plate 13 and the first concrete pier 15 carry out the reliability be connected respectively, making built on stilts stake 10b overall structure more stable, being beneficial to built on stilts stake 10b as the stability of ground base when installing with house body, reliability.
Described lower steel plate 13 plate face size is greater than the plate face of upper steel plate 12, and lower steel plate 13 plate face surrounding is provided with the bolt hole 132 be fixedly connected with foundation pile 10a.Described foundation pile 10a comprises the second concrete pier 15 and is fixed with the bolt hole 132 on lower steel plate 13 plate face the bolt 16 be connected, and bolt 16 head and the second concrete pier 15 are built and be structure as a whole, and bolt 16 head is hook solid.Here specifically teach built on stilts stake 10b and foundation pile 10a and how to carry out detachable connection, namely the bolt 16 on foundation pile 10a is through the bolt hole 132 on the lower steel plate 13 plate face of built on stilts stake 10b, then fastening nut realizes being fixedly connected with of built on stilts stake 10b and foundation pile 10a, when house body needs mobile, this ground base can also carry out removing mobile recycling, very easy to use, considerably reduce the construction cost of ground base.
On the length direction that described some pile bodies 10 are evenly arranged in house base 20 and width, be wherein positioned at the flute length direction of flute length direction perpendicular to draw-in groove 11 on house base 20 width of draw-in groove 11 on house base 20 length direction.This ground base structure is after installing with house body, draw-in groove 11 can carry out spacing to the left and right of house body, fore-and-aft direction, prevent the sliding movement of house body in draw-in groove 11, namely effectively enhance the effect that high wind or other external force are resisted in house, ensure that structural stability when house uses and safety.
As shown in Figure 4,5, 6: described house base 20 comprises and to be positioned at bottom house and for the steel structure brace summer 60 of load-bearing, be fixedly connected with the bottom girder 40 with ground base clamping below described brace summer 60, described bottom girder 40 is provided with the hanger for lifting.When needs move house body, just directly can be connected with hoisting mechanism by hanger 50, realize the movement in house, simple to operate, quick, moving process can not cause damage to house body, ensure that house body lifting and moving process in structure stablize.
Described bottom girder 40 comprises the first crossbeam 41, the second cross beam 42 that are parallel to each other and arrange, and described first crossbeam 41, second cross beam 42 are arranged with described hanger 50 on the beam body of end.Namely in hoisting process, the weight of house body all drops on first crossbeam 41, second cross beam 42, and hoisting mechanism directly acts on hanger 50 on first crossbeam 41, second cross beam 42 to realize the movement in house.
Described hanger 50 comprises first square tube 51 that can be connected with hoisting mechanism and the second square tube 52 be set in outside the first square tube 51, the first described square tube 51 can move axially along the second square tube 52, and the second square tube 52 is welded with first crossbeam 41, second cross beam 42 and axis is parallel.Above-mentioned hanger 50 in use, by the first square tube 51 not exclusively being extracted out in the second square tube 52 and making it protrude from the outer wall in house, again the first square tube 51 is connected with hoisting mechanism, because this bottom girder 40 is also for load-bearing, so the center of gravity in house drops on bottom girder 40 substantially, very reposefully house can be lifted by being symmetrical arranged hanger 50 on bottom girder, avoiding the inclination damage situations in house.
Described bottom girder 40 also comprise square box beam 43 and with first crossbeam 41, the 3rd crossbeam 44 that second cross beam 42 is parallel, described first crossbeam 41, second cross beam 42 to be symmetrically arranged in square box beam 43 and orthogonal with one group of relative edge of square box beam 43, described first crossbeam 41, the two ends of second cross beam 42 all protrude from distance equal beyond square box beam 43, the two ends of described 3rd crossbeam 44 are connected with square box beam 43 and are positioned at first crossbeam 41, in the middle of second cross beam 42, described first crossbeam 41, second cross beam 42, square box beam 43, 3rd crossbeam 44 is integral type steel structure structure.This bottom girder 40 adopts welding manner to connect, and wherein the position, turning of square box beam 43 adopts 45 degree of welding manners to weld, and the two square tube end faces be namely weldingly connected are 45 degree, and such syndeton is more reliable and stable.Bottom girder 40 structural strength of said structure is higher, and the stability when for carrying house, safety are higher.
Described first crossbeam 41 is provided with the first stiffener 45a with the infall of square box beam 43 is corresponding respectively, and the two ends of the first stiffener 45a are welded with first crossbeam 41, square box beam 43 respectively; Described second cross beam 42 is provided with the second stiffener 45b with the infall of square box beam 43 is corresponding respectively, and the two ends of described second stiffener 45b are welded with second cross beam 42, square box beam 43 respectively.First stiffener 45a and the second stiffener 45b can guarantee stability when lifting of the structural strength of bottom girder 40 and house and safety further.
The two ends of described first square tube 51 are fixedly connected with baffle plate 53, the plate face of described baffle plate 53 and the axial vertical of the first square tube 51, and described baffle plate 53 is greater than the internal diameter of the second square tube 52 in the outer and plate face size of baffle plate 53 of the second square tube 52.Namely the baffle plate 53 that the first square tube 51 connects plays restriction to the movement of the first square tube 51 in the second square tube 52, prevent the first square tube 51 from deviating from the second square tube 52, baffle plate 53 can also ensure the reliability of the first square tube 51 when being connected with hoisting mechanism in addition, and the situation of slippage occurs when preventing from lifting.After location is reinstalled in house, the first square tube 51 can push in the second square tube 52 hidden, and structure is simple, and result of use is good.And traditional lifting lug mechanism adopts pipe, and the hanger of circular tube structure is when for lifting by crane process, and lifting rope is easy to slide even slippage on pipe, and lifting also cannot carry out flexible hiding as hanger in the present invention after terminating.Comparatively speaking, in the present invention, the hanger of rhs-structure structure when for lifting is more stable, and overall weight is lighter.
Hanger 50 on described first stiffener 45a and first crossbeam 41 is arranged in the both sides of first crossbeam 41; Hanger 50 on described second stiffener 45b and second cross beam 42 is arranged in the both sides of second cross beam 42.Arrange main still in order to ensure the structural reliability of bottom girder 40 like this, when making to lift, the uniform force of bottom girder 40, guarantees the stability in lifting and moving process and safety further.
Described bottom girder 40 and hanger 50 are formed by galvanized steel plain sheet.Galvanized steel plain sheet has Corrosion Protection, effectively can extend the application life in house.
As shown in Fig. 7,8,9: house base 20 also comprises the steel structure brace summer 60 be positioned on bottom girder 40, described brace summer 60 comprises the channel-section steel 61 carrying out grafting with curtain wall penel outside house 71 and coordinate.When mounted, steel structure brace summer 60 connected and fixed by channel-section steel 61 and curtain wall penel 71 outside house after for carrying the weight in house.Because brace summer 60 is steel structure structures, so structural strength is high, when board house needs to move, without the need to breaking it, only need house and steel structure brace summer 60 to move in the lump; In addition, the draw-in groove surface of building by laying bricks or stones compared to tradition due to channel-section steel 61 is more smooth, the good sealing effect therefore after channel-section steel 61 and outer curtain wall penel 71 snap-fit engagement, and outer curtain wall penel 71 can use ganoid EPS mirror board simultaneously, more playing glue process without the need to carrying out again after then installing, meeting environmental requirement.
Described brace summer 60 comprises main spar 62, and the frame internal fixtion of main spar 62 is connected with some steel bars 63 for support housing floor, and described channel-section steel 61 arranges looping groove structure and notch upward along the peripheral solder of main spar 62.Shape and the house peripheral shape of main spar 62 are here identical, after outside house, curtain wall penel installs, earth construction in house, as floor and underfloor bed course can be directly installed on the brace summer 60 be made up of some steel bars 63, makes house integral structure more reliable.
The first trough rim 611 that described channel-section steel 61 welds with main spar 62 is bent to form bending plate by notch outside groove, and described main spar 62 is positioned at the first trough rim 611 and bends the region surrounded.In this structure, the side trough rim of channel-section steel 61 rides on main spar 62, and carries out soldering, the load-bearing of channel-section steel 61 can be made can be transferred on main spar 62, make brace summer 60 overall stressed evenly, structure is more firm, and installing and using of house is also safer.
Described some steel bars 63 are parallel with one group of opposite side of square framework 62.Here steel bar 63 arrangement, is the structural strength improving brace summer 60 on the one hand, is also convenient in addition lay earth construction above it.
This mounting structure also comprises curtain wall penel outside house 71 is fixed with the second trough rim 612 of channel-section steel 61 screw 80 be connected, and described screw 80 is evenly arranged along channel-section steel 61 length direction.This providing a kind of to make after curtain wall penel outside house 71 and channel-section steel 61 grafting can the mounting structure of rainwater-proof, can make together with the plate face of outer curtain wall penel 71 fits tightly with the second trough rim 612 by increasing screw 80, overall construction intensity is guaranteed further, the most important thing is that effectively prevent rainwater by the notch infiltration situation within doors of channel-section steel 61, may guarantee the comfortable for living of board house entirety.
But if really rain is infiltrated the situation in groove by the notch of channel-section steel 61, the trench bottom of described channel-section steel 61 is provided with leaking hole 64, and such rainwater just can be got rid of by leaking hole 64, and can not enters and within doors dwelling environment is impacted.
As shown in Figure 10: outside described house, curtain wall penel 71 comprises the first wallboard 711, second wallboard 712 consisting of joint face contact aside, the side of the first wallboard 711, second wallboard 712 of described formation joint face is hypotenuse structure.Due to the first wallboard 711, the side of the second wallboard 712 is hypotenuse structure, first wallboard 711, second wallboard 712 consists of joint face during contact aside, from the active force in the first wallboard 711 or the second direction, wallboard 712 plate face, as wind-force, can regard as this active force is act on the first wallboard 711, in the overall structure that second wallboard 712 connects and composes, namely when active force acts on the first wallboard 711 plate direction, face, first wallboard 711 can be resisted against on the second wallboard 712, when active force acts on the second wallboard 712 plate direction, face, second wallboard 712 can be resisted against on the first wallboard 711, like this can active balance external force for the direct effect of the peripheral single wallboard in house, first wallboard 711, connection between second wallboard 712 is not only dependence securing member, himself just there is the effect of certain opposing external force.This syndeton connective stability is better, and the ability resisting external forces is stronger, further ensure that the residential security in monolithic house.
The first wallboard 711, second wallboard 712 side forming joint face is 45 degree of hypotenuse structures.When ensureing that wallboard thickness is constant, 45 degree of hypotenuse structures can make the area of the joint face between wallboard reach maximum, and the bonding strength of wallboard is higher, and the ability of opposing External Force Acting is stronger.
The following provide a kind of mode first wallboard 711, second wallboard 712 being fixed connection:
Described first wallboard 711, second wallboard 712 is fixedly connected with by edge cover strip 713, described edge cover strip 713 is arranged along the side of the first wallboard 711, second wallboard 712 forming joint face, and described edge cover strip 713 is fastening with the plate face of the first wallboard 711, second wallboard 712 respectively by screw.
Above-mentioned edge cover strip 713 comprises and being interconnected and parallel with the first wallboard 711, second wallboard 712 plate face respectively the first fixed side, the second fixed side in plate face, and the first fixed side, the second fixed side are fastening with the plate face of the first wallboard 711, second wallboard 712 respectively by screw.
In order to increase bonding strength, the inner and outer of the perimeter walls that described first wallboard 711, second wallboard 712 is formed is equipped with described edge cover strip 713, guarantees the connective stability in monolithic house thus further, reliability, improves residential security requirement.
Claims (10)
1. an integrated moveable house, it is characterized in that: this house comprises the house body be made up of wall part and roof parts, described wall part is made up of sheet material, and described wall part is integrally configured for the shear wall structure of roof parts being carried out to load-bearing.
2. integrated moveable house as claimed in claim 1, it is characterized in that: described wall part comprises curtain wall penel outside house (71) and is positioned at the partition wall (72) of inside, house, is provided with load bearing cross beam (73) between described outer curtain wall penel (71) and outer curtain wall penel (71) or between outer curtain wall penel (71) and partition wall (72) or between partition wall (72) and partition wall (72).
3. integrated moveable house as claimed in claim 1, it is characterized in that: this house also comprises ground base and is positioned at the house base (20) in ground base, described house body is installed on house base (20), described ground base comprises some pile bodies (10), and pile body (10) comprises foundation pile (10a) and is detachablely fixedly installed in foundation pile (10a) top and built on stilts stake (10b) for carrying house body; Described built on stilts stake (10b) be provided with draw-in groove (11) and notch upward, draw-in groove (11) is made up of channel-section steel, makes somebody a mere figurehead between stake (10b) and house base (20) by draw-in groove (11) snap-fit engagement.
4. integrated moveable house as claimed in claim 3, it is characterized in that: described house base (20) comprises and to be positioned at bottom house and for the steel structure brace summer (60) of load-bearing, described brace summer (60) below is fixedly connected with and the bottom girder of ground base clamping (40), and described bottom girder (40) is provided with the hanger (50) for lifting.
5. integrated moveable house as claimed in claim 3, it is characterized in that: described built on stilts stake (10b) comprises the upper steel plate (12) be parallel to each other, lower steel plate (13), the first concrete pier (14) is provided with between upper steel plate (12) and lower steel plate (13), the lower face of upper steel plate (12) is connected with the first reinforcing bar (121), upper steel plate (12) is built by the first reinforcing bar (121) and the first concrete pier (14) and is connected as one, the upper face of lower steel plate (13) is connected with the second reinforcing bar (131), lower steel plate (13) is built by the second reinforcing bar (131) and the first concrete pier (14) and is connected as one, draw-in groove (11) is welded in the upper face place of upper steel plate (12), described first reinforcing bar (121) one end vertical welding is in upper steel plate (12), and the other end that the first reinforcing bar (121) is positioned at the first concrete pier (14) is hook solid, second reinforcing bar (131) one end vertical welding is in lower steel plate (13), and the other end that the second reinforcing bar (131) is positioned at the first concrete pier (14) is hook solid, described lower steel plate (13) plate face size is greater than the plate face of upper steel plate (12), and lower steel plate (13) plate face surrounding is provided with the bolt hole (132) be fixedly connected with foundation pile (10a).
6. integrated moveable house as claimed in claim 3, it is characterized in that: described foundation pile (10a) comprises the second concrete pier (15) and is fixed with the bolt hole (132) on lower steel plate (13) plate face the bolt (16) be connected, bolt (16) head and the second concrete pier (15) are built and are structure as a whole, and bolt (16) head is hook solid.
7. integrated moveable house as claimed in claim 3, it is characterized in that: on the length direction that described some pile bodies (10) are evenly arranged in house base (20) and width, be wherein positioned at the flute length direction of flute length direction perpendicular to draw-in groove (11) on house base (20) width of draw-in groove (11) on house base (20) length direction.
8. integrated moveable house as claimed in claim 4, it is characterized in that: described bottom girder (40) comprises the first crossbeam (41), the second cross beam (42) that are parallel to each other and arrange, described first crossbeam (41), second cross beam (42) are arranged with described hanger (50) on the beam body of end, described hanger (50) comprises first square tube (51) that can be connected with hoisting mechanism and is set in the first square tube (51) the second square tube (52) outward, described the first square tube (51) can move axially along the second square tube (52), and the second square tube (52) is welded with first crossbeam (41), second cross beam (42) and axis is parallel, described bottom girder (40) also comprise square box beam (43) and with first crossbeam (41), the 3rd crossbeam (44) that second cross beam (42) is parallel, described first crossbeam (41), second cross beam (42) to be symmetrically arranged in square box beam (43) and orthogonal with one group of relative edge of square box beam (43), described first crossbeam (41), the two ends of second cross beam (42) all protrude from distance equal beyond square box beam (43), the two ends of described 3rd crossbeam (44) are connected with square box beam (43) and are positioned at first crossbeam (41), in the middle of second cross beam (42), described first crossbeam (41), second cross beam (42), square box beam (43), 3rd crossbeam (44) is integral type steel structure structure, described first crossbeam (41) is provided with the first stiffener (45a) with the infall of square box beam (43) is corresponding respectively, and the two ends of the first stiffener (45a) are welded with first crossbeam (41), square box beam (43) respectively, described second cross beam (42) is provided with the second stiffener (45b) with the infall of square box beam (43) is corresponding respectively, and the two ends of described second stiffener (45b) are welded with second cross beam (42), square box beam (43) respectively, the two ends of described first square tube (51) are fixedly connected with baffle plate (53), the plate face of described baffle plate (53) and the axial vertical of the first square tube (51), described baffle plate (53) in the second square tube (52) outward and the plate face size of baffle plate (53) is greater than the internal diameter of the second square tube (52).
9. integrated moveable house as claimed in claim 4, is characterized in that: described brace summer (60) comprises the channel-section steel (61) carrying out grafting with curtain wall penel outside house (71) and coordinate; Described brace summer (60) comprises main spar (62), the frame internal fixtion of main spar (62) is connected with some steel bars for support housing floor (63), and described channel-section steel (61) arranges looping groove structure and notch upward along the peripheral solder of main spar (62); The first trough rim (611) that described channel-section steel (61) welds with main spar (62) is bent to form bending plate by notch outside groove, and described main spar (62) is positioned at the first trough rim (611) and bends the region surrounded; Described some steel bars (63) are parallel with one group of opposite side of square framework (62); Be fixedly connected with by screw (80) between curtain wall penel (71) and second trough rim (612) of channel-section steel (61) outside described house, described screw (80) is evenly arranged along channel-section steel (61) length direction; The trench bottom of described channel-section steel (61) is provided with leaking hole (64).
10. integrated moveable house as claimed in claim 1, it is characterized in that: outside described house, curtain wall penel (71) comprises the first wallboard (711), the second wallboard (712) that consist of joint face contact aside, first wallboard (711) of described formation joint face, the side of the second wallboard (712) are 45 degree of hypotenuse structures; Described first wallboard (711), the second wallboard (712) are fixedly connected with by edge cover strip (713), described edge cover strip (713) is along forming first wallboard (711) of joint face, the side layout of the second wallboard (712), and described edge cover strip (713) is fastening with the plate face of the first wallboard (711), the second wallboard (712) respectively by screw; The inner and outer of the perimeter walls that described first wallboard (711), the second wallboard (712) are formed is equipped with described edge cover strip (713); Described edge cover strip (713) comprises and being interconnected and parallel with the first wallboard (711), the second wallboard (712) plate face respectively the first fixed side, the second fixed side in plate face, and the first fixed side, the second fixed side are fastening with the plate face of the first wallboard (711), the second wallboard (712) respectively by screw.
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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105442870A true CN105442870A (en) | 2016-03-30 |
| CN105442870B CN105442870B (en) | 2017-11-07 |
Family
ID=55553460
Family Applications (1)
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105442870B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259202A (en) * | 2019-07-17 | 2019-09-20 | 黑龙江大千环保科技有限公司 | A kind of emergency house of modularization fast demountable |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999028572A1 (en) * | 1997-12-01 | 1999-06-10 | Hoffman Rikel M | Permanent foundation for supporting modular and manufactured homes and method for supporting modular and manufactured homes |
| US6282856B1 (en) * | 1996-04-10 | 2001-09-04 | Charles J. Mackarvich | Stabilization pad providing lateral and longitudinal support system for premanufactured building |
| WO2004065724A1 (en) * | 2003-01-23 | 2004-08-05 | The Mattamy Corporation | Carrier beams for houses |
| DE202009002973U1 (en) * | 2009-02-25 | 2009-06-10 | Bic Bau- Und Immobilien Consulting Gmbh | building |
| US7562508B2 (en) * | 2003-11-07 | 2009-07-21 | Martin Marietta Materials, Inc. | Shelter and associated method of assembly |
| CN202788031U (en) * | 2011-10-27 | 2013-03-13 | 崔震 | Hut easy to assemble |
| CN103233512A (en) * | 2013-04-24 | 2013-08-07 | 河南天丰节能板材科技股份有限公司 | Modularization integration house and support foot structure thereof |
| EP2816165A1 (en) * | 2013-06-21 | 2014-12-24 | Castorama France | Shed structure kit |
| CN204098224U (en) * | 2014-09-28 | 2015-01-14 | 罗海军 | Detachable concrete prefabricated wall plate structure house |
-
2015
- 2015-11-11 CN CN201510770460.7A patent/CN105442870B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6282856B1 (en) * | 1996-04-10 | 2001-09-04 | Charles J. Mackarvich | Stabilization pad providing lateral and longitudinal support system for premanufactured building |
| WO1999028572A1 (en) * | 1997-12-01 | 1999-06-10 | Hoffman Rikel M | Permanent foundation for supporting modular and manufactured homes and method for supporting modular and manufactured homes |
| WO2004065724A1 (en) * | 2003-01-23 | 2004-08-05 | The Mattamy Corporation | Carrier beams for houses |
| US7562508B2 (en) * | 2003-11-07 | 2009-07-21 | Martin Marietta Materials, Inc. | Shelter and associated method of assembly |
| DE202009002973U1 (en) * | 2009-02-25 | 2009-06-10 | Bic Bau- Und Immobilien Consulting Gmbh | building |
| CN202788031U (en) * | 2011-10-27 | 2013-03-13 | 崔震 | Hut easy to assemble |
| CN103233512A (en) * | 2013-04-24 | 2013-08-07 | 河南天丰节能板材科技股份有限公司 | Modularization integration house and support foot structure thereof |
| EP2816165A1 (en) * | 2013-06-21 | 2014-12-24 | Castorama France | Shed structure kit |
| CN204098224U (en) * | 2014-09-28 | 2015-01-14 | 罗海军 | Detachable concrete prefabricated wall plate structure house |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259202A (en) * | 2019-07-17 | 2019-09-20 | 黑龙江大千环保科技有限公司 | A kind of emergency house of modularization fast demountable |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105442870B (en) | 2017-11-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN106869368A (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN110295667B (en) | Construction method of prefabricated building house | |
| CN111088859A (en) | Assembled outer wall structure and mounting method thereof | |
| CN212001800U (en) | Connecting assembly and connecting structure of external wall panel | |
| CN106869379A (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN206607724U (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
| CN211229011U (en) | Light steel light concrete structure | |
| CN105442870A (en) | Integrated mobile house | |
| CN111794421A (en) | Assembled precast concrete floor | |
| CN208202653U (en) | A kind of steel house | |
| CN102561731B (en) | Module constructed one-layer villa and construction method thereof | |
| CN115749059A (en) | Buckling-restrained steel plate concrete composite wall | |
| CN206607709U (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN211899232U (en) | External hanging wallboard of prestressed steel pipe truss and wall manufactured and installed by using same | |
| CN213391361U (en) | Color steel plate prefabricated house capable of improving wind resistance | |
| CN210857508U (en) | Supporting framework and supporting frame | |
| CN211257499U (en) | Embedded type floor system of prefabricated building | |
| CN211421518U (en) | Connecting assembly and connecting structure of prefabricated external wall panel comprising same | |
| CN220486733U (en) | Shock-absorbing structure and modularization building unit | |
| CN220666617U (en) | Main keel mounting structure of curtain wall building outer wall | |
| CN213682651U (en) | Novel housing construction wall structure | |
| CN213143656U (en) | Be applied to combination ladder roof beam of steel construction precast concrete stair | |
| CN211257037U (en) | Base system of prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171107 Termination date: 20181111 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |