CN108729554A - A kind of reassembling type tarpaulin house and its construction method - Google Patents
A kind of reassembling type tarpaulin house and its construction method Download PDFInfo
- Publication number
- CN108729554A CN108729554A CN201810928138.6A CN201810928138A CN108729554A CN 108729554 A CN108729554 A CN 108729554A CN 201810928138 A CN201810928138 A CN 201810928138A CN 108729554 A CN108729554 A CN 108729554A
- Authority
- CN
- China
- Prior art keywords
- roof
- tarpaulin
- plate
- fixedly connected
- card slot
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000002131 composite material Substances 0.000 claims abstract description 38
- 238000009434 installation Methods 0.000 claims abstract description 24
- 230000008093 supporting effect Effects 0.000 claims description 45
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 238000009413 insulation Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 9
- 239000011162 core material Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 150000001875 compounds Chemical class 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 7
- 239000011120 plywood Substances 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 230000010485 coping Effects 0.000 claims description 5
- 238000004321 preservation Methods 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 238000009499 grossing Methods 0.000 claims description 3
- 230000001174 ascending effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000006261 foam material Substances 0.000 claims 1
- 238000003032 molecular docking Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 abstract description 2
- 230000009545 invasion Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 35
- 238000011900 installation process Methods 0.000 description 6
- 241000208340 Araliaceae Species 0.000 description 5
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 5
- 235000003140 Panax quinquefolius Nutrition 0.000 description 5
- 235000008434 ginseng Nutrition 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000003973 paint Substances 0.000 description 4
- 210000004027 cell Anatomy 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
Abstract
A kind of reassembling type tarpaulin house and its construction method, tarpaulin house includes at least one unit main body structure, and the unit main body structure includes four-way connection adjustable seats, roof beam structure, bayonet lock plate, composite-structure floor, tarpaulin composite wall, plate top card slot, roof truss connector, light-duty collar roof, ridge tie-rod, tarpaulin roof and connection lock.The present invention has production modularization, installation tool, the characteristics of light-weight, versatile, good rigidity, ZHOU Zhuanhao, tarpaulin composite wall and tarpaulin roof are targetedly devised, using the tarpaulin housing skeleton of lighter weight, foldable transportation is easy, modularized design is processed, corresponding connecting node is devised at each node simultaneously, can be attached by simple bayonet lock plate, and installation is time saving and energy saving, can be high with the tool Fast Installation number of turnover, form fast assembling-disassembling building systems.This house all using tarpaulin alien invasion, is not necessarily to mopping.
Description
Technical field
The present invention relates to a kind of reassembling type house, especially a kind of tarpaulin house and its construction method.
Background technology
Existing container dismounts house, is had disadvantages that in tool:1, heat-insulated, soundproof effect is poor.2, whole all to adopt
Steel, construction weight is excessive, is not easy to transport, and installation process is complicated, and expenses of labour installation is somewhat expensive.3, whole installation process without
Method tool, site welding amount are big.What 4, container paint used is all oil paint, and harm to the human body is bigger.
Invention content
The object of the present invention is to provide a kind of reassembling type tarpaulin house and its construction methods, to solve existing container dismounting
House thermal insulation and sound insulation effect is poor, construction weight is big, is not easy to transport, the technical problem that installation process is complicated, cost is more expensive, also wants
Solve installation process can not tool, site welding amount is big, the bigger technical problem of container oil paint harm to the human body.
To achieve the above object, the present invention adopts the following technical scheme that:
A kind of reassembling type tarpaulin house, including at least one unit main body structure, the unit main body structure include four-way connection
Adjustable seats, roof beam structure, bayonet lock plate, composite-structure floor, tarpaulin composite wall, plate top card slot, roof truss connector, light-duty triangle room
Frame, ridge tie-rod, tarpaulin roof and connection lock,
The roof beam structure, which is connected by crossbeam with longeron, to be connected with each other, the either flush of the crossbeam and longeron, the longeron packet
Include the standard longeron of at least one basic module length and at least one expansion longeron for expanding modulus length, the length of the crossbeam
All same, the basic module length equal to twice are spent, the longeron that two crossbeam both ends of adjacent two crossbeams and this are connect encloses shape
At a rectangular beam lattice, roof beam structure includes one group of rectangular beam lattice, the size all same of all rectangular beam lattice, the width etc. of rectangular beam lattice
In a basic module length,
With roof beam structure by bayonet lock plate pin joint, four-way connects the bottom and ground of adjustable seats at the top of the four-way connection adjustable seats
Face is fixedly connected, four-way connection adjustable seats it is laterally spaced it is arranged in rows, longitudinally spaced be arranged in rows in,
The size of the composite-structure floor is adapted and is laid on the upside of roof beam structure with the size of rectangular beam lattice,
The tarpaulin composite wall includes one group of unit wall that one week is enclosed along roof beam structure, the width per module unit wall and rectangular beam lattice
Width is adapted, and bonding is overlapped between adjacent two module units wall, passes through interval inside and outside the bottom of every piece of tarpaulin composite wall
The connection lock of setting is fixedly connected on roof beam structure, the compound copings of tarpaulin of longitudinal both sides respectively it is elongated be snapped with it is longitudinal
Plate top card slot is fixedly connected on tarpaulin composite wall inside and outside the card slot of the plate top by spaced connection lock
Top, the upside of plate top card slot are fixedly connected with roof truss connector along the length direction interval of plate top card slot,
The light-duty collar roof is laterally arranged, the tarpaulin composite wall of both sides is spaced apart along longitudinal direction, and the two of light-duty collar roof
End rides over the upside of the plate top card slot of both sides respectively, and roof truss connector corresponding with both sides is solid respectively at the both ends of light-duty collar roof
The light-duty collar roof of fixed connection, gable position is also connected by fixed inside and outside spaced apart connection lock with tarpaulin composite wall
It connects;
It is fixedly connected with ridge tie-rod between the frame top of the light-duty collar roof,
The tarpaulin roof is integrally sleeved on the outside of light-duty collar roof, and bottom margin inside in the tarpaulin roof is compound with tarpaulin
The outer side bonds of the upper end-face edge of wall, tarpaulin roof bottom margin outside are fixedly connected with the ground by cable wind rope.
The longeron is longitudinal girder, and the crossbeam includes lateral girder and lateral secondary beam, and the two of the longitudinal direction girder
End and the both ends of lateral girder are both connected between two neighboring four-way connection adjustable seats, the both ends difference of the transverse direction secondary beam
Between being connected on the inside of the span centre of two neighboring longitudinal girder.
The four-way connection adjustable seats include the adjustable interconnecting piece for being fixedly connected with portion and upside of downside,
The portion of being fixedly connected includes horizonal base plate, vertical supporting casing and four pieces of right angle deep floors, the horizonal base plate
Central upper is fixedly connected with vertical supporting casing, and the inner wall of the vertical supporting casing is provided with internal thread, the right angle ribs
Plate is respectively fixedly connected between horizonal base plate and vertical supporting casing between two parties along four direction, two neighboring right angle deep floor
Between horizonal base plate on be provided with the ground connecting hole being connect with ground by screw,
The adjustable interconnecting piece includes vertical lead screw, horizontal supporting plate, vertical supporting push pipe and vertical beam lattice connecting plate, described
The downside center of horizontal supporting plate is fixedly connected with vertical lead screw, and the outer wall of the vertical lead screw is provided with matched with internal thread
The central upper of external screw thread, the horizontal supporting plate is fixedly connected with vertical supporting push pipe, and the beam lattice connecting plate is along four sides
To being respectively fixedly connected between two parties between horizontal supporting plate and vertical supporting push pipe,
The plate slotted hole being vertically caught in for bayonet lock is provided on the beam lattice connecting plate.
The horizonal base plate, right angle deep floor, horizontal supporting plate and beam lattice connecting plate are made of steel plate;The vertical branch
Support set pipe, vertical lead screw and vertical supporting push pipe are made of cylindrical steel tube, and it is welding to be fixedly connected.
The crossbeam and longeron are two-way opening beam, and the two-way opening beam is made of light-walled rectangular pipe, two-way opened
The both ends of mouth beam have the vertical card slot being caught in for beam lattice connecting plate, are provided on the frid of the card slot both sides oval with plate
The matched beam length circular hole in hole, the beam lattice connecting plate are caught in card slot, and the beam length circular hole is aligned with plate slotted hole and is caught in card
Pin plate.
The bayonet lock plate is made of steel plate, and the bayonet lock plate is board of variable section, including head, clamping body portion and tail limit
The upper surface in portion, the bayonet lock plate is concordant, and the height on the head, clamping body portion and tail limiting section is ascending to be followed successively by clamping
Body portion, head and tail limiting section,
The height on the clamping body portion and head is respectively less than beam length circular hole and the hole of plate slotted hole is high, the height of the tail limiting section
High more than the hole of beam length circular hole and plate slotted hole, the length and the width of two-way opening beam in the clamping body portion are adapted, described
Head and tail limit part are located at the both sides of two-way opening beam.
The span centre inner side of the longitudinal direction girder is fixedly connected with connecting plate between beam, and connecting plate is inverted T shaped between the beam
Plate includes vertical otic placode identical with the structure of beam lattice connecting plate, further includes horizontal shelf, the transverse direction secondary beam and vertical otic placode
Connection type it is identical as longitudinal girder and the connection type of beam lattice connecting plate, the lapping ends of the transverse direction secondary beam are held in the palm in level
The upside of plate.
The composite-structure floor includes top plate, lower plywood and the flitch lattice dragon being fixedly connected between two-ply
Bone, the top plate and lower plywood are OSB plates.
The unit wall includes wallboard, with door-plate and with luffer boards, and each unit main body structure includes at least one band door-plate
With at least one band luffer boards, remaining is wallboard,
The unit wall includes lightgage steel joist frame, heat insulation core material and tarpaulin housing, and the lightgage steel joist frame is rectangle, lightgage steel joist
Frame includes twice vertical keel and the horizontal keel that is distributed between vertical keel, and the heat insulation core material is that filling is wrapped in
Inside lightgage steel joist frame and the expanded material in outside, the expanded material are EPS, XPS or PU, and the outside of expanded material is set with paulin
Cloth housing, vertical two edge of tarpaulin housing are reserved with the outwardly extending overlap edge of vertical edges of opposite wall, phase
It is bonded by the vertical bonding strip between side overlap edge and other side wall between adjacent two module unit walls.
Plate top card slot is downward opening U-shaped steel, and the roof truss connector includes middle part roof truss connector and edge
Roof truss connector, the middle part roof truss connector are the L-type bending part set up separately in pairs in the both sides of the light-duty collar roof at middle part,
Two pieces of L-type bending parts are disposed opposite to each other, and every piece of L-type bending part includes riser and level board, the light-duty collar roof of riser and middle part
Connection, level board are welded with plate top card slot,
The edge roof truss connector is groove profile corner fittings, contour with plate top card slot, the edge roof truss connector it is opening down,
Four corners in unit main body structure are set, longitudinal one end of edge roof truss connector is docked with the end of plate top card slot,
The light-duty collar roof of lateral one end support edge simultaneously is secured to connect, and edge roof truss connector is by connecting lock and tarpaulin
It is fixedly connected inside and outside wallboard.
The light-duty collar roof is the triangular truss structure roof truss being combined by thin-walled C-shaped steel, the ridge tie-rod by
Thin-wall circular tube is made, and the tarpaulin roof is made of the tent top with heat preservation PE.
The construction method in this reassembling type tarpaulin house, construction procedure are as follows:
Step 1 requires the size of each component of design cell agent structure according to design modulus:According to composite-structure floor
The basic module length and expansion modulus length of size design roof beam structure, ensure that the size of composite-structure floor and unit wall width are equal
It is adapted with the size of rectangular beam lattice, the size of the number and other components of adjustable seats is connected as premise design four-way;
And component is transported to construction site after processing space processing;
Step 2, erection support and roof beam structure:Smooth location first installs a four-way connection adjustable seats since a corner,
Then next bearing is installed simultaneously to both direction as basic point, then pin joint crossbeam or longeron between two bearings,
With horizon rule Smoothing structure while installation, until installation is complete for all four-way connection adjustable seats and roof beam structure;
Step 3 installs tarpaulin composite wall:Unit wall is sequentially placed into design position according to rectangular beam lattice, inside and outside the bottom of unit wall
Both sides are fixedly connected sequentially by spaced connection lock on roof beam structure, while being overlapped between adjacent two module units wall viscous
It connects, clockwise or counterclockwise installation unit wall successively in one direction;
Step 4 installs composite-structure floor:Composite-structure floor is routed to design position successively according to rectangular beam lattice;
Step 5, mounting plate top card slot:On plate top, the position of card slot light-duty collar roof to be installed connects roof truss connector, then
Plate top card slot is installed in the upside of longitudinal tarpaulin composite wall;The top of plate top card slot and tarpaulin composite wall passes through spaced
Connection lock is fixedly connected sequentially;
Step 6 installs light-duty collar roof:The position of corresponding roof truss connector connects light-duty collar roof;
Step 7 installs ridge tie-rod:It is fixedly connected with ridge tie-rod between adjacent light-duty collar roof;
Step 8, installation tarpaulin roof:Tarpaulin roof is integrally sleeved on to the outside of light-duty collar roof, then by tarpaulin roof bottom
Pass through cable wind rope and ground with the outer side bonds of the upper end-face edge of tarpaulin composite wall, tarpaulin roof bottom margin outside on the inside of portion edge
Or four-way connection adjustable seats are fixedly connected;
Step 9 installs affiliated facility, completes the construction in house.
Compared with prior art the invention has the characteristics that and advantageous effect:
The present invention has the characteristics of production modularization, installation tool, light-weight, versatile, good rigidity, ZHOU Zhuanhao.
One, technical problem heat-insulated, that soundproof effect is poor is solved.It is compound that the present invention targetedly devises tarpaulin
Wall and tarpaulin roof, it is to fill out that the unit wall of tarpaulin composite wall, which uses lightgage steel joist frame, heat insulation core material and tarpaulin housing, heat insulation core material,
The expanded material being wrapped in inside lightgage steel joist frame with outside is filled, the outside of expanded material is set with tarpaulin housing.And tarpaulin roof
It is made of the tent top with heat preservation PE, tarpaulin composite wall and tarpaulin roof seal the globality house to form heat-insulating sound-insulating.
Two, the steel integrally used are solved, construction weight is excessive, the technical issues of being not easy to transport, present invention design
Tarpaulin composite wall and tarpaulin roof, are all made of the tarpaulin housing skeleton of lighter weight, and foldable transportation is easy.
Three, solve whole installation process can not tool, the big installation process of site welding amount is complicated, and expenses of labour installation is compared
Expensive technical problem, the present invention are processed according to modular design erection support and roof beam structure, modularized design, while at each node
Corresponding connecting node is devised, can be attached by simple bayonet lock plate, while devising tarpaulin composite wall and paulin
Cloth roof is used hasp connection, is bonded, saved using vertical bonding strip from each other between tarpaulin between tarpaulin and upper lower skeleton
A large amount of welding procedures, installation is time saving and energy saving, can be high with the tool Fast Installation number of turnover, forms fast assembling-disassembling building systems.
Four, container uses oil paint, and the bigger technical problem of harm to the human body, this house is all using vertical outside tarpaulin
Face is not necessarily to mopping.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the decomposition texture schematic diagram of the present invention.
Fig. 2 is the combining structure schematic diagram of the present invention.
Fig. 3 is the decomposition texture schematic diagram of four-way connection adjustable seats.
Fig. 4 is Fig. 3 combining structure schematic diagrams.
Fig. 5 is the structural schematic diagram of two-way opening beam.
Fig. 6 is the structural schematic diagram of Fig. 5 beam-ends.
Fig. 7 is the structural schematic diagram that two-way opening beam connect adjustable seats connection with four-way.
Fig. 8 is the structural schematic diagram that lateral secondary beam is connect with longeron.
Fig. 9 is the structural schematic diagram of bayonet lock plate.
Figure 10 is the structural schematic diagram of composite-structure floor.
Figure 11 is the structural schematic diagram of unit wall.
Figure 12 is the structural schematic diagram of wallboard.
Figure 13 is the structural schematic diagram with luffer boards.
Figure 14 is the structural schematic diagram with door-plate.
Figure 15 is the structural schematic diagram that unit wall and two-way opening beam are connected by connecting lock.
Figure 16 is the structural schematic diagram of the plate top card slot with middle part roof truss connector.
Figure 17 is the structural schematic diagram of edge roof truss connector.
Figure 18 is the structural schematic diagram of light-duty collar roof.
Figure 19 is the structural schematic diagram that light-duty collar roof is connect with middle part roof truss connector.
Figure 20 is the structural schematic diagram that light-duty collar roof is connect with lateral cell wall.
Figure 21 is the structural schematic diagram that light-duty collar roof is connect with ridge tie-rod.
Figure 22 is the structural schematic diagram on tarpaulin roof.
Figure 23 a are the structural schematic diagrams of three main unit structure lontitudinal series.
Figure 23 b are six main unit structures, and in column, two arrange structural schematic diagram laterally in parallel to three lontitudinal series.
Figure 24 is first to install four-way connection adjustable seats in step 2 since a corner and connect showing for corresponding roof beam structure
It is intended to.
Figure 25 is the structural schematic diagram that step 2 is completed.
Figure 26 is one schematic diagram of process of step 3 installation tarpaulin composite wall.
Figure 27 is two schematic diagram of process of step 3 installation tarpaulin composite wall.
Figure 28 is the schematic diagram of adjacent two blade units wall connection.
Figure 29 is the partial enlarged view of Figure 28.
Figure 30 is the schematic diagram of step 4 installation composite-structure floor.
Figure 31 is the schematic diagram of step 5 mounting plate top card slot.
Figure 32 is the schematic diagram that step 6 installs light-duty collar roof.
Figure 33 is the schematic diagram of step 7 installation ridge tie-rod.
Figure 34 is the schematic diagram on step 8 installation tarpaulin roof.
Figure 35 is the structural schematic diagram that Figure 34 is completed.
Figure 36 is the schematic diagram of step 9 installation affiliated facility.
Reference numeral:1- four-ways connect adjustable seats, 2- two-way openings beam, 21- crossbeams, 211- transverse directions girder,
212- transverse directions secondary beam, 22- longerons, 221- standards longeron, 222- expand longeron, the vertical card slots of 2a-, 2b- beam lengths circular hole,
3- bayonet locks plate, the heads 31-, 32- clamping bodies portion, 33- tails limiting section, 4- composite-structure floors, 41- top plates, 42-
Lower plywood, 43- flitch lattices keel, 5- units wall, 51- lightgage steel joists frame, 52- heat insulation core materials, 53- tarpaulins housing,
The vertical bonding strip of 54- overlap edges, 55-, 5a- wallboards, 5b- bands door-plate, 5c- bands luffer boards, 6- plates slotted hole, 7- plates top
Roof truss connector, 81- risers, 82- level boards, 9- edge roof trusses connector, the light-duty triangle rooms 10- in the middle part of card slot, 8-
Frame, 11- ridges tie-rod, 12- tarpaulins roof, 13- connections lock, 14- cable wind ropes, 15- horizonal base plates, 16- are vertically propped up
Support set pipe, the right angles 17- deep floor, 18- internal threads, the ground 19- connecting hole, the vertical otic placodes of 20-, the vertical lead screws of 23-,
24- horizontal supporting plates, 25- vertical supportings push pipe, 26- beam lattice connecting plate, 27- external screw threads, 28- horizontal shelfs.
Specific implementation mode
Embodiment one is referring to shown in Fig. 1-2, a kind of reassembling type tarpaulin house, including a unit main body structure, the list
First agent structure includes four-way connection adjustable seats 1, roof beam structure 2, bayonet lock plate 3, composite-structure floor 4, tarpaulin composite wall, plate top card
Slot 7, roof truss connector, light-duty collar roof 9, ridge tie-rod 10, tarpaulin roof 11 and connection lock 12.
As shown in Figure 25, the roof beam structure is connected with each other ginseng by crossbeam 21 and the connection of longeron 22, the crossbeam 21 and vertical
The either flush of beam 22, the longeron 22 include the standard longeron 221 of at least one basic module length and at least one expansion
The expansion longeron 222 of modulus length, the length all same of the crossbeam 21, the basic module length equal to twice, adjacent two
The longeron 22 that two 21 both ends of crossbeam of crossbeam 21 and this are connect is enclosed a rectangular beam lattice, and roof beam structure 2 includes one group of rectangular beam
The width of lattice, the size all same of all rectangular beam lattice, rectangular beam lattice is equal to a basic module length.
In the present embodiment, basic module length is 900mm, expands the basic module length that modulus length is twice
1800mm.Longeron includes three, and per pass includes four longerons, respectively standard longeron 221 and three expansion longerons 222.
Crossbeam includes eight, and per pass includes two crossbeams 21.
The longeron 22 is longitudinal girder, and the crossbeam 21 includes lateral girder 211 and lateral secondary beam 212, described vertical
Between two neighboring four-way connection adjustable seats 1 being both connected to the both ends at the both ends of girder and lateral girder 211, the transverse direction
Between the both ends of secondary beam 211 are connected on the inside of the span centre of two neighboring longitudinal girder.
Referring to shown in Figure 24-25, four-way connects adjustable seats 1 and is distributed at the link position of girder and girder.The four-way
The top of connection adjustable seats 1 is with roof beam structure by 3 pin joint of bayonet lock plate, and four-way connects the bottom of adjustable seats 1 and company is fixed on ground
It connects, four-way connection adjustable seats 1 are laterally spaced arranged in rows, longitudinally spaced to be arranged in rows in.
Referring to shown in Fig. 3-4, the four-way connection adjustable seats 1 include the adjustable company for being fixedly connected with portion and upside of downside
Socket part.
The portion of being fixedly connected includes horizonal base plate 15, vertical supporting casing 16 and four pieces of right angle deep floors 17, described
The central upper of horizonal base plate 15 is fixedly connected with vertical supporting casing 16, and the inner wall of the vertical supporting casing 16 is provided with internal thread
18, the right angle deep floor 17 be respectively fixedly connected between two parties along four direction horizonal base plate 15 and vertical supporting casing 16 it
Between, 15 are provided with the ground connecting hole being connect with ground by screw on the horizonal base plate between two neighboring right angle deep floor 17
19。
The adjustable interconnecting piece includes vertical lead screw 23, horizontal supporting plate 24, vertical supporting push pipe 25 and vertical beam lattice
The downside center of connecting plate 26, the horizontal supporting plate 24 is fixedly connected with vertical lead screw 23, the outer wall of the vertical lead screw 23
It is provided with and is fixedly connected with vertical supporting top with 18 matched external screw thread 27 of internal thread, the central upper of the horizontal supporting plate 24
Pipe 25, the beam lattice connecting plate 26 are respectively fixedly connected on horizontal supporting plate 24 and vertical supporting push pipe 25 between two parties along four direction
Between.
It is provided with the plate slotted hole 6 being vertically caught in for bayonet lock on the beam lattice connecting plate 26.
The horizonal base plate 15, right angle deep floor 17, horizontal supporting plate 24 and beam lattice connecting plate 26 are made of steel plate;Water
The thickness of flat underside 15 is 20mm;A diameter of 20mmm of ground connecting hole 19 is arranged four by screw, is used for and ground altogether
Connection.The thickness of right angle deep floor 17 is 6mm, and the thickness of horizontal supporting plate 24 is 6mm, and the thickness of beam lattice connecting plate 26 is
4mm。
The vertical supporting casing 16, vertical lead screw 23 and vertical supporting push pipe 25 are made of cylindrical steel tube, are fixedly connected
It is welding.Vertical supporting casing 16 is coordinated with vertical leading screw by the pipe that diameter is made of 56mm and is realized that height of support is adjusted.
The vertical lead screw 23 is made of the pipe of 48mm by diameter.Vertical supporting push pipe 25 is by the pipe that diameter is made of 50mm.
Referring to shown in Fig. 5-9, the crossbeam 21 and longeron 22 are two-way opening beam, and the two-way opening beam is by thin-walled square
Shape steel pipe is made, and cross sectional dimensions can be length × wide × wall thickness=100mm × 50mm × 2mm.Distinguish at the both ends of two-way opening beam
It is provided with the vertical card slot 2a being caught in for beam lattice connecting plate, is provided on the frid of the card slot both sides matched with plate slotted hole 6
Beam length circular hole 2b, the beam lattice connecting plate 26 are caught in card slot, and the beam length circular hole 2b is aligned with plate slotted hole 6 and is caught in bayonet lock plate
3。
The bayonet lock plate 3 is made of steel plate, and the bayonet lock plate is board of variable section, including head 31, clamping body portion 32 and tail
The upper surface of limiting section 33, the bayonet lock plate is concordant, the height on the head 31, clamping body portion 32 and tail limiting section 33 by it is small to
It is big to be followed successively by clamping body portion, head and tail limiting section.
The height on the clamping body portion 32 and head 31 is respectively less than beam length circular hole 2b and the hole of plate slotted hole 6 is high, the tail
The height of limiting section 33 is more than beam length circular hole 2b and the hole of plate slotted hole 6 is high, the length and two-way opening in the clamping body portion 32
The width of beam is adapted, and the head 31 and tail limiting section 33 set up separately in the both sides of two-way opening beam.
The span centre inner side of the longitudinal direction girder is fixedly connected with connecting plate between beam, and connecting plate is inverted T shaped between the beam
Plate includes vertical otic placode 20 identical with the structure of beam lattice connecting plate 26, further includes horizontal shelf 28, the transverse direction secondary beam 212
It is identical as longitudinal girder and the connection type of beam lattice connecting plate 26 with the connection type of vertical otic placode 20, the transverse direction secondary beam 212
Lapping ends in the upside of horizontal shelf 28.
Shown in Figure 10, the size of the composite-structure floor 4 is adapted with the size of rectangular beam lattice and is laid on beam
The upside of frame 2.In the present embodiment, the composite-structure floor 4 includes top plate 41, lower plywood 42 and is fixedly connected on two-ply
Between flitch lattice keel 43, the top plate and lower plywood are OSB plates.
Shown in Figure 27, Figure 31, Figure 15 and Figure 19, the tarpaulin composite wall includes one group that one week is enclosed along roof beam structure 2
The width of unit wall 5, width and rectangular beam lattice per module unit wall 5 is adapted, and bonding is overlapped between adjacent two module units wall 5,
It is fixedly connected on roof beam structure 2 by spaced connection lock 13 inside and outside the bottom of every piece of tarpaulin composite wall, it is longitudinal
The compound coping of tarpaulin of both sides is respectively elongated to be snapped with longitudinal plate top card slot 7, inside and outside plate top card slot 7
It is fixedly connected on the compound coping of tarpaulin, the upside of plate top card slot 7, Yan Banding by spaced connection lock 13
The length direction interval of card slot is fixedly connected with roof truss connector.
Referring to shown in Figure 12-14, the unit wall 5 includes wallboard 5a, with door-plate 5b and with luffer boards 5c, each unit main body
Structure includes at least one band door-plate and at least one band luffer boards, remaining is wallboard.In the present embodiment, ginseng is as shown in Figure 27, single
First agent structure includes a band door-plate and three band luffer boards, remaining 18 pieces are wallboard.With door-plate and with luffer boards laterally same
Side.
Shown in Figure 11, the unit wall includes lightgage steel joist frame 51, heat insulation core material 52 and tarpaulin housing 53, described light
Steel joist frame is rectangle, and lightgage steel joist frame includes twice vertical keel and the horizontal keel that is distributed between vertical keel,
The heat insulation core material 52 is that filling is wrapped in inside lightgage steel joist frame and the expanded material in outside, the expanded material be EPS,
XPS or PU, the outside suit tarpaulin housing 53 of expanded material, 53 vertical two edge of the tarpaulin housing are reserved with opposite wall
The outwardly extending overlap edge 54 of vertical edges of body, between adjacent two module units wall by side overlap edge and other side wall it
Between vertical bonding strip 55 bond.The link position setting vertical bonding strip of twice is not located.
Referring to shown in Figure 16-20, plate top card slot 7 is downward opening U-shaped steel, and the roof truss connector includes middle part
Roof truss connector 8 and edge roof truss connector 9.The middle part roof truss connector 8 is to set up separately in pairs in the light-duty triangle room at middle part
The L-type bending part of the both sides of frame, two pieces of L-type bending parts are disposed opposite to each other, and every piece of L-type bending part includes riser 81 and level board 82,
Riser 81 is connect with the light-duty collar roof 10 at middle part, and level board 82 is welded with plate top card slot 7.The edge roof truss connector 9
For groove profile corner fittings, it is contour with plate top card slot 7, the edge roof truss connector 9 it is opening down, be arranged in unit main body structure
Longitudinal one end of four corners, edge roof truss connector 9 is docked with the end of plate top card slot 7, lateral one end support edge
Light-duty collar roof 10 simultaneously is secured to connect.Edge roof truss connector is connected by connecting lock with fixed inside and outside tarpaulin wallboard
It connects.
Shown in Figure 32, four light-duty collar roofs of prepackage in the present embodiment, therefore two pairs of middle part roof truss connectors, two
To edge roof truss connector.The light-duty collar roof 9 is laterally arranged, the tarpaulin composite wall of both sides is spaced apart along longitudinal direction, gently
The both ends of type collar roof ride over the upside of the plate top card slot 7 of both sides respectively, the both ends of light-duty collar roof 9 respectively with both sides phase
The roof truss connector answered is fixedly connected.Shown in Figure 20, the light-duty collar roof 9 of gable position also passes through with tarpaulin composite wall
It is fixedly connected inside and outside spaced apart connection lock.
Ginseng as shown in Figure 21, ridge tie-rod 11 is fixedly connected between the frame top of the light-duty collar roof 9.It is described light-duty
Collar roof 10 is the triangular truss structure roof truss assembled by thin-walled C-shaped steel, and be connected by screw.The ridge tie-rod 11
It is made of thin-wall circular tube.Diameter 40mm, the steel pipe of wall thickness 2mm may be used in the present embodiment.
As shown in Figure 22,12 entirety of the tarpaulin roof is sleeved on the outside of light-duty collar roof 9, the tarpaulin roof 12 to ginseng
Pass through cable wind rope 14 with the outer side bonds of the upper end-face edge of tarpaulin composite wall, 12 bottom margin of tarpaulin roof outside on the inside of bottom margin
It is fixedly connected with the ground.The tarpaulin roof 12 is made of the tent top with heat preservation PE.
Shown in Figure 23 a and Figure 23 b, in other embodiments, house can also include not only a unit main body knot
Structure can form townhouse room with lontitudinal series or lateral at least one unit main body structure in parallel.Between unit main body structure
Connecting side share bearing connection can be completed.
The construction method in this reassembling type tarpaulin house, construction procedure are as follows:
Step 1 requires the size of each component of design cell agent structure according to design modulus:According to composite-structure floor 4
The basic module length and expansion modulus length of size design roof beam structure, ensure 5 width of size and unit wall of composite-structure floor 4
It is adapted with the size of rectangular beam lattice, the ruler of the number and other components of adjustable seats 1 is connected as premise design four-way
It is very little;And component is transported to construction site after processing space processing;
Step 2, referring to shown in Figure 24-25, erection support and roof beam structure:Smooth location first installs one four since a corner
To connection adjustable seats 1, next bearing then is installed simultaneously to both direction as basic point, then between two bearings
Pin joint crossbeam 21 or longeron 22, with horizon rule Smoothing structure while installation, until all four-way connection adjustable seats 1 and beam
Installation is complete for frame;
Step 3 installs tarpaulin composite wall referring to shown in Figure 26-29:Unit wall 5 is sequentially placed into design position according to rectangular beam lattice
It sets, is fixedly connected sequentially on roof beam structure 2 by spaced connection lock 13 inside and outside the bottom of unit wall 5, same to phase
Bonding is overlapped between adjacent two module unit walls 5, clockwise or counterclockwise installation unit wall successively in one direction;
Step 4, ginseng as shown in Figure 30, install composite-structure floor:Composite-structure floor 4 is routed to successively according to rectangular beam lattice
Design position;
Step 5, shown in Figure 31, mounting plate top card slot:The position connection of 7 light-duty collar roof to be installed of card slot on plate top
Then roof truss connector is installed plate top card slot 7 in the upside of longitudinal tarpaulin composite wall;Plate top card slot 7 and tarpaulin composite wall
Top is fixedly connected sequentially by spaced connection lock 13;
Step 6 installs light-duty collar roof shown in Figure 32:The position of corresponding roof truss connector connects light-duty collar roof
10;
Step 7 installs ridge tie-rod shown in Figure 33:It is fixedly connected with ridge system between adjacent light-duty collar roof 10
Bar 11;
Step 8 installs tarpaulin roof referring to shown in Figure 34-35:12 entirety of tarpaulin roof is sleeved on the outer of light-duty collar roof 9
Side, then by 12 bottom margin of tarpaulin roof inside and side bonds, 12 bottom of tarpaulin roof outside the upper end-face edge of tarpaulin composite wall
Adjustable seats are connect on the outside of edge with ground or four-way by cable wind rope 14 to be fixedly connected;
Step 9 installs affiliated facility, completes the construction in house shown in Figure 36.Affiliated facility is to put in the present embodiment
Bed in doors.
Claims (10)
1. a kind of reassembling type tarpaulin house, including at least one unit main body structure, it is characterised in that:The unit main body structure
Adjustable seats are connected including four-way(1), roof beam structure(2), bayonet lock plate(3), composite-structure floor(4), tarpaulin composite wall, plate top card slot
(7), roof truss connector, light-duty collar roof(9), ridge tie-rod(10), tarpaulin roof(11)It is latched with connection(12),
The roof beam structure is by crossbeam(21)And longeron(22)Connection is connected with each other, the crossbeam(21)And longeron(22)Top surface
Concordantly, the longeron(22)Include the standard longeron of at least one basic module length(221)It is long at least one expansion modulus
The expansion longeron of degree(222), the crossbeam(21)Length all same, the basic module length equal to twice, adjacent two cross
Beam(21)With two crossbeams(21)The longeron of both ends connection(22)It is enclosed a rectangular beam lattice, roof beam structure(2)Including one group
The width of rectangular beam lattice, the size all same of all rectangular beam lattice, rectangular beam lattice is equal to a basic module length,
The four-way connects adjustable seats(1)Top and roof beam structure pass through bayonet lock plate(3)Pin joint, four-way connect adjustable seats(1)
Bottom be fixedly connected with the ground, the four-way connects adjustable seats(1)It is laterally spaced arranged in rows, longitudinally spaced to embark on journey
Setting,
The composite-structure floor(4)The sizes of size and rectangular beam lattice be adapted and be laid on roof beam structure(2)Upside,
The tarpaulin composite wall includes along roof beam structure(2)Enclose one week one group of unit wall(5), per module unit wall(5)Width with
The width of rectangular beam lattice is adapted, adjacent two module units wall(5)Between overlap bonding, two inside and outside the bottom of every piece of tarpaulin composite wall
Side is latched by spaced connection(13)It is fixedly connected on roof beam structure(2)On, the compound coping of tarpaulin of longitudinal both sides
It is respectively elongated to be snapped with longitudinal plate top card slot(7), plate top card slot(7)Inside and outside pass through spaced connection
Lock(13)It is fixedly connected on the compound coping of tarpaulin, plate top card slot(7)Upside, along the length direction of plate top card slot
Interval is fixedly connected with roof truss connector,
The light-duty collar roof(9)Lateral setting, the tarpaulin composite wall of both sides is spaced apart along longitudinal direction, light-duty collar roof
Both ends ride over the plate top card slot of both sides respectively(7)Upside, light-duty collar roof(9)Both ends roof truss corresponding with both sides respectively
Connector is fixedly connected, the light-duty collar roof of gable position(9)It is also latched by spaced apart connection with tarpaulin composite wall
It is inside and outside to be fixedly connected;
The light-duty collar roof(9)Frame top between be fixedly connected with ridge tie-rod(11),
The tarpaulin roof(12)Entirety is sleeved on light-duty collar roof(9)Outside, the tarpaulin roof(12)In bottom margin
The outer side bonds of upper end-face edge of side and tarpaulin composite wall, tarpaulin roof(12)Pass through cable wind rope on the outside of bottom margin(14)With ground
It is fixedly connected.
2. reassembling type tarpaulin according to claim 1 house, it is characterised in that:The longeron(22)It is longitudinal girder,
The crossbeam(21)Including lateral girder(211)With lateral secondary beam(212), both ends and the lateral girder of the longitudinal direction girder
(211)Both ends be both connected to two neighboring four-way connection adjustable seats(1)Between, the transverse direction secondary beam(211)Both ends point
Between not being connected on the inside of the span centre of two neighboring longitudinal girder.
3. reassembling type tarpaulin according to claim 2 house, it is characterised in that:The four-way connects adjustable seats(1)Packet
The adjustable interconnecting piece for being fixedly connected with portion and upside of downside is included,
The portion of being fixedly connected includes horizonal base plate(15), vertical supporting casing(16)With four pieces of right angle deep floors(17), institute
State horizonal base plate(15)Central upper be fixedly connected with vertical supporting casing(16), the vertical supporting casing(16)Inner wall open
There is internal thread(18), the right angle deep floor(17)It is respectively fixedly connected on horizonal base plate between two parties along four direction(15)With it is perpendicular
To supporting sleeve(16)Between, two neighboring right angle deep floor(17)Between horizonal base plate on(15)Be provided with by screw with
The ground connecting hole of ground connection(19),
The adjustable interconnecting piece includes vertical lead screw(23), horizontal supporting plate(24), vertical supporting push pipe(25)With vertical beam
Lattice connecting plate(26), the horizontal supporting plate(24)Downside center be fixedly connected with vertical lead screw(23), the vertical lead screw
(23)Outer wall be provided with and internal thread(18)Matched external screw thread(27), the horizontal supporting plate(24)Central upper fix
It is connected with vertical supporting push pipe(25), the beam lattice connecting plate(26)It is respectively fixedly connected between two parties along four direction horizontally-supported
Plate(24)With vertical supporting push pipe(25)Between,
The beam lattice connecting plate(26)On be provided with the plate slotted hole being vertically caught in for bayonet lock(6),
The horizonal base plate(15), right angle deep floor(17), horizontal supporting plate(24)With beam lattice connecting plate(26)By steel plate system
At;The vertical supporting casing(16), vertical lead screw(23)With vertical supporting push pipe(25)It is made, is fixedly connected of cylindrical steel tube
It is welding.
4. reassembling type tarpaulin according to claim 3 house, it is characterised in that:The crossbeam(21)And longeron(22)It is
Two-way opening beam, the two-way opening beam are made of light-walled rectangular pipe, and the both ends of two-way opening beam have for Liang Gelian
The vertical card slot that fishplate bar is caught in(2a), it is provided with and plate slotted hole on the frid of the card slot both sides(6)Matched beam length circular hole
(2b), the beam lattice connecting plate(26)It is caught in card slot, the beam length circular hole(2b)With plate slotted hole(6)It is aligned and is caught in bayonet lock plate
(3).
5. reassembling type tarpaulin according to claim 4 house, it is characterised in that:The bayonet lock plate(3)It is made of steel plate, institute
It is board of variable section, including head to state bayonet lock plate(31), clamping body portion(32)With tail limiting section(33), the upper surface of the bayonet lock plate
Concordantly, the head(31), clamping body portion(32)With tail limiting section(33)Height ascending be followed successively by clamping body portion, head
With tail limiting section,
The clamping body portion(32)The head and(31)Height be respectively less than beam length circular hole(2b)With plate slotted hole(6)Hole it is high, institute
State tail limiting section(33)Height be more than beam length circular hole(2b)With plate slotted hole(6)Hole it is high, the clamping body portion(32)Length
The width of degree and two-way opening beam is adapted, the head(31)With tail limiting section(33)Set up separately in the both sides of two-way opening beam.
6. the reassembling type tarpaulin house according to claim 3-5 any one, it is characterised in that:It is described longitudinal direction girder across
Middle inner side is fixedly connected with connecting plate between beam, and connecting plate is inverted T shaped plate between the beam, including with beam lattice connecting plate(26)'s
The identical vertical otic placode of structure(20), further include horizontal shelf(28), the transverse direction secondary beam(212)With vertical otic placode(20)Company
Connect mode and longitudinal girder and beam lattice connecting plate(26)Connection type it is identical, it is described transverse direction secondary beam(212)Lapping ends exist
Horizontal shelf(28)Upside.
7. reassembling type tarpaulin according to claim 1 house, it is characterised in that:The composite-structure floor(4)Including upper
Laminate(41), lower plywood(42)And the flitch lattice keel being fixedly connected between two-ply(43), the top plate and lower layer
Plate is OSB plates.
8. reassembling type tarpaulin according to claim 1 house, it is characterised in that:The unit wall(5)Including wallboard(5a),
Band door-plate(5b)With band luffer boards(5c), each unit main body structure includes at least one band door-plate and at least one band luffer boards,
Remaining is wallboard,
The unit wall includes lightgage steel joist frame(51), heat insulation core material(52)With tarpaulin housing(53), the lightgage steel joist frame is
Rectangle, lightgage steel joist frame include twice vertical keel and the horizontal keel that is distributed between vertical keel, the heat preservation core
Material(52)It is wrapped in inside lightgage steel joist frame for filling and the expanded material in outside, the expanded material is EPS, XPS or PU, hair
The outside of foam material is set with tarpaulin housing(53), the tarpaulin housing(53)Vertical two edge are reserved with the perpendicular of opposite wall
To the outwardly extending overlap edge in edge(54), by between side overlap edge and other side wall between adjacent two module units wall
Vertical bonding strip(55)It bonds.
9. reassembling type tarpaulin according to claim 1 house, it is characterised in that:Plate top card slot(7)It is opening down
U-shaped steel, the roof truss connector includes middle part roof truss connector(8)With edge roof truss connector(9), the middle part roof truss company
Fitting(8)For the L-type bending part for setting up in the both sides of the light-duty collar roof at middle part separately in pairs, two pieces of L-type bending parts are disposed opposite to each other,
Every piece of L-type bending part includes riser(81)And level board(82), riser(81)With the light-duty collar roof at middle part(10)Connection, water
Tablet(82)With plate top card slot(7)Welding,
The edge roof truss connector(9)For groove profile corner fittings and plate top card slot(7)It is contour, the edge roof truss connector(9)'s
It is opening down, four corners in unit main body structure, edge roof truss connector are set(9)Longitudinal one end and plate top card slot
(7)End docking, the light-duty collar roof of lateral one end support edge(10)And it is secured to connect, edge roof truss connector
By connecting lock and being fixedly connected inside and outside tarpaulin wallboard.
10. a kind of construction method in reassembling type tarpaulin house according to claim 1-9, which is characterized in that construction procedure
It is as follows:
Step 1 requires the size of each component of design cell agent structure according to design modulus:According to composite-structure floor(4)
Size design roof beam structure basic module length and expand modulus length, ensure composite-structure floor(4)Size and unit wall
(5)Width is adapted with the size of rectangular beam lattice, and adjustable seats are connected as premise design four-way(1)Number and other
The size of component;And component is transported to construction site after processing space processing;
Step 2, erection support and roof beam structure:Smooth location first installs a four-way connection adjustable seats since a corner
(1), next bearing then is installed simultaneously to both direction as basic point, then the pin joint crossbeam between two bearings(21)
Or longeron(22), with horizon rule Smoothing structure while installation, until all four-ways connect adjustable seats(1)It is installed with roof beam structure
It completes;
Step 3 installs tarpaulin composite wall:Unit wall(5)It is sequentially placed into design position, unit wall according to rectangular beam lattice(5)Bottom
It is latched by spaced connection inside and outside portion(13)It is fixedly connected sequentially in roof beam structure(2)On, while adjacent two module unit
Wall(5)Between overlap bonding, installation unit wall successively in one direction clockwise or counterclockwise;
Step 4 installs composite-structure floor:Composite-structure floor(4)It is routed to design position successively according to rectangular beam lattice;
Step 5, mounting plate top card slot:In plate top card slot(7)The position of light-duty collar roof to be installed connects roof truss connector,
Then by plate top card slot(7)It is installed in the upside of longitudinal tarpaulin composite wall;Plate top card slot(7)Pass through with the top of tarpaulin composite wall
Spaced connection lock(13)It is fixedly connected sequentially;
Step 6 installs light-duty collar roof:The position of corresponding roof truss connector connects light-duty collar roof(10);
Step 7 installs ridge tie-rod:In adjacent light-duty collar roof(10)Between be fixedly connected with ridge tie-rod(11);
Step 8, installation tarpaulin roof:By tarpaulin roof(12)Entirety is sleeved on light-duty collar roof(9)Outside, then by paulin
Cloth roof(12)The outer side bonds of upper end-face edge of bottom margin inside and tarpaulin composite wall, tarpaulin roof(12)On the outside of bottom margin
Pass through cable wind rope(14)Adjustable seats are connect with ground or four-way to be fixedly connected;
Step 9 installs affiliated facility, completes the construction in house.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810928138.6A CN108729554B (en) | 2018-08-15 | 2018-08-15 | Detachable awning cloth house and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810928138.6A CN108729554B (en) | 2018-08-15 | 2018-08-15 | Detachable awning cloth house and construction method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN108729554A true CN108729554A (en) | 2018-11-02 |
CN108729554B CN108729554B (en) | 2023-10-13 |
Family
ID=63943048
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810928138.6A Active CN108729554B (en) | 2018-08-15 | 2018-08-15 | Detachable awning cloth house and construction method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108729554B (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109372285A (en) * | 2018-11-28 | 2019-02-22 | 内蒙古工业大学 | A kind of plate lattice prefabricated yurt and its construction method |
CN109577488A (en) * | 2018-12-26 | 2019-04-05 | 中建集成房屋有限公司 | A kind of quickly dismantled house and its installation method |
CN110284628A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of house fast layout system and method |
CN113175241A (en) * | 2021-04-13 | 2021-07-27 | 中国水利水电第十四工程局有限公司 | Integrated prefabricated house |
CN115126090A (en) * | 2022-07-27 | 2022-09-30 | 山西潇河建筑产业有限公司 | Large-span multi-section combined truss roof structure system and construction method thereof |
CN117108134A (en) * | 2023-08-28 | 2023-11-24 | 赛尔特建筑科技(广东)有限公司 | Prestressed aluminum alloy tent with modularized assembled floor |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3540175A (en) * | 1968-09-09 | 1970-11-17 | Ralph A Hawn | Deck for mobile homes |
US20040187402A1 (en) * | 2003-03-31 | 2004-09-30 | Brian Moon | Plastic panel enclosure system |
US20080263968A1 (en) * | 2007-04-25 | 2008-10-30 | Day Mark O | Prefabricated rapid response accommodation structure |
CN202644720U (en) * | 2011-10-23 | 2013-01-02 | 帕拉合提·哈勒开 | A detachable assembled house |
CN103993664A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Assembled light house and building and dismounting method thereof |
CN104863305A (en) * | 2015-06-05 | 2015-08-26 | 赵德存 | Green assembly type building wallboard and preparation method thereof |
CN106013713A (en) * | 2016-06-29 | 2016-10-12 | 重庆市科学技术研究院 | Environment-friendly floor convenient to install |
CN107013051A (en) * | 2017-04-24 | 2017-08-04 | 苏州新区德力精密机械有限公司 | A kind of prefabricated house |
CN209145010U (en) * | 2018-08-15 | 2019-07-23 | 中建集成房屋有限公司 | A kind of reassembling type tarpaulin house |
-
2018
- 2018-08-15 CN CN201810928138.6A patent/CN108729554B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3540175A (en) * | 1968-09-09 | 1970-11-17 | Ralph A Hawn | Deck for mobile homes |
US20040187402A1 (en) * | 2003-03-31 | 2004-09-30 | Brian Moon | Plastic panel enclosure system |
US20080263968A1 (en) * | 2007-04-25 | 2008-10-30 | Day Mark O | Prefabricated rapid response accommodation structure |
CN202644720U (en) * | 2011-10-23 | 2013-01-02 | 帕拉合提·哈勒开 | A detachable assembled house |
CN103993664A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Assembled light house and building and dismounting method thereof |
CN104863305A (en) * | 2015-06-05 | 2015-08-26 | 赵德存 | Green assembly type building wallboard and preparation method thereof |
CN106013713A (en) * | 2016-06-29 | 2016-10-12 | 重庆市科学技术研究院 | Environment-friendly floor convenient to install |
CN107013051A (en) * | 2017-04-24 | 2017-08-04 | 苏州新区德力精密机械有限公司 | A kind of prefabricated house |
CN209145010U (en) * | 2018-08-15 | 2019-07-23 | 中建集成房屋有限公司 | A kind of reassembling type tarpaulin house |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109372285A (en) * | 2018-11-28 | 2019-02-22 | 内蒙古工业大学 | A kind of plate lattice prefabricated yurt and its construction method |
CN109372285B (en) * | 2018-11-28 | 2024-05-10 | 内蒙古工业大学 | Plate-type lattice assembled yurt and construction method thereof |
CN109577488A (en) * | 2018-12-26 | 2019-04-05 | 中建集成房屋有限公司 | A kind of quickly dismantled house and its installation method |
CN109577488B (en) * | 2018-12-26 | 2024-01-26 | 中建集成房屋有限公司 | Quick detachable house and installation method thereof |
CN110284628A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of house fast layout system and method |
CN113175241A (en) * | 2021-04-13 | 2021-07-27 | 中国水利水电第十四工程局有限公司 | Integrated prefabricated house |
CN115126090A (en) * | 2022-07-27 | 2022-09-30 | 山西潇河建筑产业有限公司 | Large-span multi-section combined truss roof structure system and construction method thereof |
CN117108134A (en) * | 2023-08-28 | 2023-11-24 | 赛尔特建筑科技(广东)有限公司 | Prestressed aluminum alloy tent with modularized assembled floor |
CN117108134B (en) * | 2023-08-28 | 2024-04-26 | 赛尔特建筑科技(广东)有限公司 | Prestressed aluminum alloy tent with modularized assembled floor |
Also Published As
Publication number | Publication date |
---|---|
CN108729554B (en) | 2023-10-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108729554A (en) | A kind of reassembling type tarpaulin house and its construction method | |
CN104755678B (en) | Modular building | |
US9121168B2 (en) | Modular housing | |
JP4658115B2 (en) | Transportable modular building and construction method thereof | |
CN102409761B (en) | Room arrangement, ship, building and method for constructing room arrangement | |
RU2208099C2 (en) | Process of erection of building | |
US20090307994A1 (en) | Module with moment frame and composite panels for a building structure | |
CN1375030A (en) | Frameless building system | |
WO2012012688A1 (en) | Building system and method | |
CN108661178A (en) | A kind of Combined container house room | |
JP6687681B2 (en) | Wooden unit type building structure and its construction method | |
CN105908867A (en) | Cold-formed thin-wall section steel composite sheet steel shear wall | |
US20140331572A1 (en) | Modular system with solar roof | |
WO2011144941A2 (en) | Pre-fabricated building structure | |
CN105839782B (en) | Modularized house | |
CN108978876B (en) | Detachable formwork structure house and installation method thereof | |
CN205242629U (en) | Novel house that can peg graft and assemble | |
CN209145010U (en) | A kind of reassembling type tarpaulin house | |
US20230383515A1 (en) | Pre-manufactured utility wall for a multi-story building having load bearing walls | |
KR101213504B1 (en) | Tailor-Made Type Korean House Manufacturing Method for Furniture-style Buildings and Tailor-Made Type Korean House Structure | |
CN104736777A (en) | Building systems, specifically residential buildings | |
JP2025006971A (en) | Housing structure and construction method thereof | |
CN206859469U (en) | Ultrahigh light steel keel gypsum board wall structure | |
JP2023027296A (en) | Connection method | |
US3466828A (en) | Modular wall construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |