CN108729554B - Detachable awning cloth house and construction method thereof - Google Patents
Detachable awning cloth house and construction method thereof Download PDFInfo
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- CN108729554B CN108729554B CN201810928138.6A CN201810928138A CN108729554B CN 108729554 B CN108729554 B CN 108729554B CN 201810928138 A CN201810928138 A CN 201810928138A CN 108729554 B CN108729554 B CN 108729554B
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- tarpaulin
- roof truss
- roof
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- 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
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- 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
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Abstract
The detachable awning cloth house comprises at least one unit main body structure, wherein the unit main body structure comprises a four-way connection adjustable support, a beam frame, a latch plate, a composite structure floor, an awning cloth composite wall, a plate top clamping groove, a roof frame connecting piece, a light triangular roof frame, a roof ridge tie rod, an awning cloth roof and a connecting lock catch. The invention has the characteristics of modularized production, tooling installation, light weight, strong universality, good rigidity and good turnover, tarpaulin composite walls and tarpaulin roofs are purposefully designed, a tarpaulin outer sleeve framework with lighter weight is adopted, the folding transportation is simple and convenient, the modular design and processing are realized, corresponding connecting nodes are designed at all the nodes, the connection can be realized through simple pin plates, the installation is time-saving and labor-saving, the tooling rapid installation and turnover times are high, and a rapid-disassembly house system is formed. The house is entirely provided with the outer elevation of the tarpaulin, and paint brushing is not needed.
Description
Technical Field
The invention relates to a detachable house, in particular to a tarpaulin house and a construction method thereof.
Background
The existing container for disassembling and assembling houses has a plurality of defects: 1. the heat insulation and sound insulation effects are relatively poor. 2. The whole is made of steel, the weight of the components is excessive, the transportation is not easy, the installation process is complex, and the labor cost is relatively high. 3. The whole installation process cannot be toolized, and the field welding quantity is large. 4. The container paint adopts oil paint, which has relatively large harm to human body.
Disclosure of Invention
The invention aims to provide a detachable tarpaulin house and a construction method thereof, which are used for solving the technical problems of poor heat and sound insulation effect, heavy component weight, difficult transportation, complex installation process and relatively high cost of the conventional container detachable house, and solving the technical problems that the installation process cannot be implemented, the field welding amount is large and the damage of container oil paint to human bodies is relatively large.
In order to achieve the above purpose, the invention adopts the following technical scheme:
a detachable awning cloth house comprises at least one unit main body structure, wherein the unit main body structure comprises a four-way connection adjustable support, a beam frame, a latch plate, a composite structure floor, an awning cloth composite wall, a plate top clamping groove, a roof frame connecting piece, a light triangular roof truss, a roof ridge tie bar, an awning cloth roof and a connecting lock catch,
the beam frame is formed by connecting and mutually connecting a cross beam and a longitudinal beam, the top surfaces of the cross beam and the longitudinal beam are flush, the longitudinal beam comprises at least one standard longitudinal beam with basic modulus length and at least one expansion longitudinal beam with expansion modulus length, the lengths of the cross beams are identical and equal to twice of the basic modulus length, two adjacent cross beams and the longitudinal beams connected with the two ends of the two cross beams are enclosed to form a rectangular beam grid, the beam frame comprises a group of rectangular beam grids, the sizes of all rectangular beam grids are identical, the width of each rectangular beam grid is equal to one basic modulus length,
the top of the four-way connection adjustable support is in pin joint with the beam frame through a pin plate, the bottom of the four-way connection adjustable support is fixedly connected with the ground, the four-way connection adjustable support is arranged in rows along the transverse interval and is arranged in rows along the longitudinal interval,
the size of the composite structure floor is matched with the size of the rectangular beam lattice and is paved on the upper side of the beam frame,
the awning cloth composite wall comprises a group of unit walls which are enclosed along a beam frame, the width of each unit wall is matched with the width of a rectangular beam grid, the two adjacent unit walls are in lap joint bonding, the inner side and the outer side of the bottom of each awning cloth composite wall are fixedly connected to the beam frame through connecting lock catches which are arranged at intervals, the tops of the awning cloth composite walls on the two longitudinal sides are respectively connected with a longitudinal board top clamping groove through long buckles, the inner side and the outer side of each board top clamping groove are fixedly connected to the tops of the awning cloth composite walls through connecting lock catches which are arranged at intervals, roof frame connecting pieces are fixedly connected to the upper sides of the board top clamping grooves at intervals along the length direction of the board top clamping grooves,
the light triangular roof truss is transversely arranged and distributed along the tarpaulin composite walls at two longitudinal sides at intervals, two ends of the light triangular roof truss are respectively lapped on the upper sides of the plate top clamping grooves at two sides, two ends of the light triangular roof truss are respectively fixedly connected with corresponding roof truss connecting pieces at two sides, and the light triangular roof truss at the gable position is fixedly connected with the tarpaulin composite walls inside and outside through connecting buckles arranged at intervals;
roof tie bars are fixedly connected between the roof of the light triangular roof truss,
the awning cloth roof is integrally sleeved on the outer side of the light triangular roof frame, the inner side of the bottom edge of the awning cloth roof is bonded with the outer side of the upper end edge of the awning cloth composite wall, and the outer side of the bottom edge of the awning cloth roof is fixedly connected with the ground through a cable wind rope.
The longitudinal beams are longitudinal main beams, each transverse beam comprises a transverse main beam and a transverse secondary beam, two ends of each longitudinal main beam and two ends of each transverse main beam are connected between two adjacent four-way connection adjustable supports, and two ends of each transverse secondary beam are respectively connected between the midspan inner sides of two adjacent longitudinal main beams.
The four-way connection adjustable support comprises a fixed connection part at the lower side and an adjustable connection part at the upper side,
the fixed connection part comprises a horizontal bottom plate, a vertical supporting sleeve and four right-angle reinforcing rib plates, the upper center of the horizontal bottom plate is fixedly connected with the vertical supporting sleeve, the inner wall of the vertical supporting sleeve is provided with internal threads, the right-angle reinforcing rib plates are respectively and centrally fixedly connected between the horizontal bottom plate and the vertical supporting sleeve along four directions, the horizontal bottom plate between two adjacent right-angle reinforcing rib plates is provided with a ground connection hole connected with the ground through screws,
the adjustable connecting part comprises a vertical screw rod, a horizontal supporting plate, a vertical supporting jacking pipe and a vertical beam grid connecting plate, wherein the vertical screw rod is fixedly connected with the center of the lower side of the horizontal supporting plate, the outer wall of the vertical screw rod is provided with an external thread matched with an internal thread, the center of the upper side of the horizontal supporting plate is fixedly connected with the vertical supporting jacking pipe, the beam grid connecting plate is respectively and centrally fixedly connected between the horizontal supporting plate and the vertical supporting jacking pipe along four directions,
and the beam grid connecting plate is provided with a plate oblong hole for vertically clamping the clamping pin.
The horizontal bottom plate, the right-angle reinforcing rib plates, the horizontal support plates and the beam grid connecting plates are made of steel plates; the vertical support sleeve, the vertical screw rod and the vertical support jacking pipe are all made of steel round pipes, and the fixed connection is welding.
The transverse beam and the longitudinal beam are two-way opening beams, the two-way opening beams are made of thin-wall rectangular steel pipes, vertical clamping grooves for clamping the beam lattice connecting plates are respectively formed in two ends of each two-way opening beam, long beam round holes matched with the long plate round holes are formed in groove plates on two sides of each clamping groove, the beam lattice connecting plates are clamped into the clamping grooves, and the long beam round holes are aligned with the long plate round holes and clamped into the clamping pin plates.
The clamping pin plate is made of a steel plate, is a variable cross-section plate and comprises a head part, a clamping body part and a tail limiting part, the upper surfaces of the clamping pin plate are flush, the heights of the head part, the clamping body part and the tail limiting part are sequentially from small to large,
the height of joint body portion and head is all less than the hole height of roof beam slotted hole and board slotted hole, the height of tail spacing portion is greater than the hole height of roof beam slotted hole and board slotted hole, the length of joint body portion suits with the width of two-way opening roof beam, the both sides at two-way opening roof beam are established to head and tail spacing portion.
The bridge is characterized in that a bridge connecting plate is fixedly connected to the inner side of the span of the longitudinal girder, the bridge connecting plate is an inverted T-shaped plate and comprises a vertical lug plate which is identical to the bridge lattice connecting plate in structure and a horizontal supporting plate, the connection mode of the transverse secondary girder and the vertical lug plate is identical to that of the longitudinal girder and the bridge lattice connecting plate, and the end part of the transverse secondary girder is lapped on the upper side of the horizontal supporting plate.
The composite structure floor comprises an upper layer plate, a lower layer plate and wood grid framework keels fixedly connected between the two layer plates, wherein the upper layer plate and the lower layer plate are OSB plates.
The unit wall comprises wall boards, a door plate with a window, each unit main body structure comprises at least one door plate with a window and the rest is the wall boards,
the unit wall includes light steel keel frame, heat preservation core material and tarpaulin overcoat, light steel keel frame is the rectangle, and light steel keel frame includes the horizontal joist of twice vertical joist and interval distribution between vertical joist, heat preservation core material is for filling the foaming material of parcel in light steel keel frame inside and outside, foaming material is EPS, XPS or PU, foaming material's outside suit tarpaulin overcoat, the overlap edge that the vertical edge of relative wall body outwards extends is all reserved at two vertical limit portions of tarpaulin overcoat, bonds through the vertical bonding strip between one side overlap edge and the opposite side wall body between two adjacent unit walls.
The board top clamping groove is U-shaped steel with a downward opening, the roof truss connecting piece comprises a middle roof truss connecting piece and an edge roof truss connecting piece, the middle roof truss connecting piece is an L-shaped bending piece which is arranged on two sides of a light triangular roof truss in the middle in a split mode, the two L-shaped bending pieces are arranged in a back-to-back mode, each L-shaped bending piece comprises a vertical plate and a horizontal plate, the vertical plate is connected with the light triangular roof truss in the middle, the horizontal plate is welded with the board top clamping groove,
the side roof truss connecting piece is a groove-shaped corner piece and is as high as the board top clamping groove, the opening of the side roof truss connecting piece faces downwards and is arranged at four corners of the unit main body structure, one longitudinal end of the side roof truss connecting piece is in butt joint with the end part of the board top clamping groove, one transverse end of the side roof truss connecting piece supports the light triangular roof truss on the side and is fixedly connected with the light triangular roof truss, and the side roof truss connecting piece is fixedly connected with the inside and the outside of the tarpaulin wallboard through a connecting lock catch.
The light triangular roof truss is a triangular truss structure roof truss formed by combining thin-wall C-shaped steel, the ridge tie bar is made of thin-wall round pipes, and the tarpaulin roof is made of tent tops with heat preservation PE.
The construction method of the detachable tarpaulin house comprises the following construction steps:
step one, designing the sizes of all components of a main body structure of the unit according to the design modulus requirement: the method comprises the steps of designing the basic modulus length and the enlarged modulus length of a beam frame according to the size of a composite structure floor, ensuring that the size and the width of a unit wall of the composite structure floor are matched with the size of a rectangular beam grid, and designing the number of four-way connection adjustable supports and the sizes of other components on the premise of the size and the enlarged modulus length of the beam frame; the component is transported to a construction site after being processed in a processing field;
step two, mounting a support and a beam frame: firstly installing a four-way connection adjustable support from one corner, then simultaneously installing the next support in two directions by taking the support as a base point, then pinning a cross beam or a longitudinal beam between the two supports, and leveling the structure by a leveling ruler while installing until all the four-way connection adjustable supports and the beam frame are installed;
step three, installing a tarpaulin composite wall: the unit walls are sequentially placed in the designed positions according to rectangular beam grids, the inner side and the outer side of the bottom of each unit wall are sequentially and fixedly connected to the beam frame through connecting locks arranged at intervals, meanwhile, two adjacent unit walls are in lap joint bonding, and the unit walls are sequentially installed along one direction clockwise or anticlockwise;
step four, installing a composite structure floor: sequentially paving the composite structure floor to a design position according to the rectangular beam grids;
fifthly, mounting plate top clamping grooves: connecting a roof truss connecting piece at the position where the light triangular roof truss is to be installed in the plate top clamping groove, and then installing the plate top clamping groove on the upper side of the longitudinal tarpaulin composite wall; the board top clamping groove is sequentially and fixedly connected with the upper part of the tarpaulin composite wall through connecting locks arranged at intervals;
step six, installing a light triangular roof truss: the position corresponding to the roof truss connecting piece is connected with a light triangular roof truss;
step seven, installing a ridge tie bar: a ridge tie bar is fixedly connected between adjacent light triangular roof trusses;
step eight, installing a tarpaulin roof: the method comprises the steps of integrally sleeving a tarpaulin roof on the outer side of a light triangular roof frame, bonding the inner side of the bottom edge of the tarpaulin roof with the outer side of the upper end edge of a tarpaulin composite wall, and fixedly connecting the outer side of the bottom edge of the tarpaulin roof with the ground or a four-way connection adjustable support through a cable;
and step nine, installing auxiliary facilities to finish the construction of the house.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
the invention has the characteristics of modularized production, tooling installation, light weight, strong universality, good rigidity and good turnover.
1. Solves the technical problems of poor heat insulation and sound insulation effects. The invention designs a tarpaulin composite wall and a tarpaulin roof in a targeted manner, wherein a unit wall of the tarpaulin composite wall adopts a light steel keel frame, a heat preservation core material and a tarpaulin jacket, the heat preservation core material is a foaming material filled and wrapped in the light steel keel frame and outside, and the tarpaulin jacket is sleeved outside the foaming material. The tarpaulin roof is made of tent tops with heat preservation PE, and the tarpaulin composite wall and the tarpaulin roof are sealed to form an integral house with heat insulation and sound insulation.
2. The invention designs a tarpaulin composite wall and a tarpaulin roof, which both adopt tarpaulin coat frameworks with lighter mass, and are foldable and convenient to transport.
3. The invention solves the technical problems that the whole installation process cannot be realized by tools, the on-site welding amount is large, the installation process is complex, and the labor cost is relatively high.
4. The container adopts oily paint, and is relatively great technical problem to human harm, and this house adopts the outer facade of tarpaulin entirely, need not to brush paint.
Drawings
The invention is described in further detail below with reference to the accompanying drawings.
Fig. 1 is a schematic view of an exploded structure of the present invention.
Fig. 2 is a schematic diagram of the combined structure of the present invention.
Fig. 3 is a schematic view of an exploded structure of the four-way connection adjustable support.
Fig. 4 is a schematic diagram of the combined structure of fig. 3.
Fig. 5 is a schematic structural view of a bi-directional opening beam.
Fig. 6 is a schematic view of the beam-end of fig. 5.
Fig. 7 is a schematic structural view of a bi-directional beam-to-four-way adjustable support connection.
Fig. 8 is a schematic structural view of the connection of the transverse secondary beams to the longitudinal beams.
Fig. 9 is a schematic structural view of the latch plate.
Fig. 10 is a schematic structural view of a composite structural flooring.
Fig. 11 is a schematic structural view of a cell wall.
Fig. 12 is a schematic structural view of a wall panel.
Fig. 13 is a schematic view of the structure of the windowpane.
Fig. 14 is a schematic view of the structure of the belt door panel.
Fig. 15 is a schematic structural view of a unit wall and a bi-directional opening beam connected by a connection latch.
Fig. 16 is a schematic view of the structure of a roof clip slot with a mid-roof truss attachment.
Fig. 17 is a schematic view of the structure of the side roof truss attachment.
Fig. 18 is a schematic view of the construction of a lightweight triangular roof truss.
Fig. 19 is a schematic view of the structure of a lightweight delta roof truss connected to a middle roof truss attachment.
Fig. 20 is a schematic view of the structure of the connection of the lightweight delta roof truss with the transverse cell wall.
Fig. 21 is a schematic view of the structure of a lightweight triangular roof truss connected to roof ties.
Fig. 22 is a schematic view of the structure of the tarpaulin roof.
Fig. 23a is a schematic view of the structure of three main body units longitudinally connected in series.
Fig. 23b is a schematic diagram of six main body unit structures, three longitudinal strings in a column, two columns in parallel.
Fig. 24 is a schematic view of the four-way connection of the adjustable support and the connection of the corresponding beam frame, beginning at one corner in step two.
Fig. 25 is a schematic diagram of the structure of the second completion of the step.
Fig. 26 is a schematic diagram of a process of installing the tarpaulin composite wall in step three.
Fig. 27 is a second schematic view of the process of installing the tarpaulin composite wall in step three.
Fig. 28 is a schematic view of the connection of two adjacent cell walls.
Fig. 29 is a partial enlarged view of fig. 28.
Fig. 30 is a schematic view of a step four installation of a composite structure floor.
Fig. 31 is a schematic view of the top card slot of the fifth mounting plate.
Fig. 32 is a schematic view of a step six installation of a lightweight triangular roof truss.
Fig. 33 is a schematic view of step seven of installing a roof tie.
Fig. 34 is a schematic view of a step eight installation tarpaulin roof.
Fig. 35 is a schematic view of the completed structure of fig. 34.
Fig. 36 is a schematic view of step nine installation of an accessory.
Reference numerals: 1-four-way connection adjustable support, 2-two-way opening beam, 21-cross beam, 211-transverse girder, 212-transverse secondary beam, 22-longitudinal beam, 221-standard longitudinal beam, 222-expanded longitudinal beam, 2 a-vertical clamping groove, 2 b-beam slotted hole, 3-clamping pin plate, 31-head, 32-clamping body part, 4-composite structure floor, 41-upper layer plate, 42-lower layer plate, 43-wood square grid framework, 5-unit wall, 51-light steel keel frame, 52-heat preservation core material, 53-tarpaulin jacket, 54-overlap edge, 55-vertical bonding strip, 5 a-wallboard, 5 b-tape door plate 5 c-windowed panels, 6-panel slotted holes, 7-panel roof clamping grooves, 8-middle roof truss connectors, 81-risers, 82-horizontal panels, 9-side roof truss connectors, 10-light triangular roof trusses, 11-ridge tie bars, 12-tarpaulin roofs, 13-connection catches, 14-cable ropes, 15-horizontal floors, 16-vertical support sleeves, 17-right angle reinforcing rib plates, 18-internal threads, 19-ground connection holes, 20-vertical lug plates, 23-vertical screw rods, 24-horizontal support plates, 25-vertical support jacking pipes, 26-beam grid connection plates, 27-external threads, 28-horizontal support plates.
Detailed Description
1-2, a detachable tarpaulin house comprises a unit main body structure, wherein the unit main body structure comprises four-way connection adjustable supports 1, beam frames 2, pin plates 3, composite structure floors 4, tarpaulin composite walls, plate top clamping grooves 7, roof frame connectors, light triangular roof frames 10, roof ridge tie bars 11, tarpaulin roofs 12 and connection lock catches 13.
Referring to fig. 25, the beam frame is formed by connecting a beam 21 and a longitudinal beam 22, the top surfaces of the beam 21 and the longitudinal beam 22 are flush, the longitudinal beam 22 comprises at least one standard longitudinal beam 221 with a basic modulus length and at least one enlarged longitudinal beam 222 with an enlarged modulus length, the lengths of the beam 21 are identical and equal to two times of the basic modulus length, two adjacent beams 21 and the longitudinal beams 22 connected with two ends of the two beams 21 are enclosed to form a rectangular beam lattice, the beam frame 2 comprises a group of rectangular beam lattices, all rectangular beam lattices have the same size, and the width of each rectangular beam lattice is equal to one basic modulus length.
In this embodiment, the fundamental modulus length is 900mm, and the enlarged modulus length is 1800mm, which is twice the fundamental modulus length. The stringers include three lanes, each including one four stringers, a standard stringer 221 and three enlarged stringers 222, respectively. The beams comprise eight tracks, each track comprising two beams 21.
The longitudinal beams 22 are longitudinal main beams, the transverse beams 21 comprise transverse main beams 211 and transverse secondary beams 212, two ends of each longitudinal main beam and two ends of each transverse main beam 211 are connected between two adjacent four-way connection adjustable supports 1, and two ends of each transverse secondary beam 212 are respectively connected between the midspan inner sides of two adjacent longitudinal main beams.
Referring to fig. 24-25, the four-way connection adjustable support 1 is arranged at the connection position of the main beams. The top of the four-way connection adjustable support 1 is in pin joint with the beam frame through a pin plate 3, the bottom of the four-way connection adjustable support 1 is fixedly connected with the ground, and the four-way connection adjustable supports 1 are arranged in rows at intervals along the transverse direction and are arranged in rows at intervals along the longitudinal direction.
Referring to fig. 3-4, the four-way connection adjustable support 1 comprises a fixed connection on the lower side and an adjustable connection on the upper side.
The fixed connection portion comprises a horizontal bottom plate 15, a vertical supporting sleeve 16 and four right-angle reinforcing rib plates 17, the vertical supporting sleeve 16 is fixedly connected to the center of the upper side of the horizontal bottom plate 15, internal threads 18 are formed in the inner wall of the vertical supporting sleeve 16, the right-angle reinforcing rib plates 17 are respectively and fixedly connected between the horizontal bottom plate 15 and the vertical supporting sleeve 16 in the four directions in a centered mode, and ground connection holes 19 connected with the ground through screws are formed in the horizontal bottom plate 15 between two adjacent right-angle reinforcing rib plates 17.
The adjustable connecting portion comprises a vertical screw rod 23, a horizontal supporting plate 24, a vertical supporting jacking pipe 25 and a vertical beam grid connecting plate 26, wherein the vertical screw rod 23 is fixedly connected to the center of the lower side of the horizontal supporting plate 24, external threads 27 matched with the internal threads 18 are formed on the outer wall of the vertical screw rod 23, the vertical supporting jacking pipe 25 is fixedly connected to the center of the upper side of the horizontal supporting plate 24, and the beam grid connecting plate 26 is respectively and centrally fixedly connected between the horizontal supporting plate 24 and the vertical supporting jacking pipe 25 along four directions.
The beam grid connecting plate 26 is provided with a plate oblong hole 6 for the clamping pin to clamp in vertically.
The horizontal bottom plate 15, the right-angle reinforcing rib plates 17, the horizontal support plates 24 and the beam grid connecting plates 26 are made of steel plates; the thickness of the horizontal bottom plate 15 is 20mm; the ground connection holes 19 have a diameter of 20mmm and are provided with four through screws for connection with the ground. The thickness of the right-angle reinforcing rib 17 is 6mm, the thickness of the horizontal support plate 24 is 6mm, and the thickness of the grid connection plate 26 is 4mm.
The vertical support sleeve 16, the vertical screw rod 23 and the vertical support jacking pipe 25 are all made of steel round pipes, and the fixed connection is welding. The vertical support sleeve 16 is made of a circular tube with the diameter of 56mm, and is matched with a vertical screw rod to realize the height adjustment of the support seat. The vertical screw rod 23 is made of a circular tube with a diameter of 48 mm. The vertical support jacking pipe 25 is made of a circular pipe with a diameter of 50 mm.
Referring to fig. 5-9, the cross beam 21 and the side beam 22 are both bi-directional beams made of thin-walled rectangular steel tubing and may have cross-sectional dimensions of length x width x wall thickness = 100mm x 50mm x 2mm. Two ends of the two-way opening beam are respectively provided with a vertical clamping groove 2a for clamping the beam lattice connecting plates, the groove plates on two sides of the clamping groove are provided with beam oblong holes 2b matched with the plate oblong holes 6, the beam lattice connecting plates 26 are clamped into the clamping grooves, and the beam oblong holes 2b are aligned with the plate oblong holes 6 and clamped into the clamping pin plates 3.
The latch plate 3 is made of a steel plate, the latch plate is a variable cross-section plate and comprises a head 31, a clamping body 32 and a tail limiting part 33, the upper surfaces of the latch plate are flush, and the heights of the head 31, the clamping body 32 and the tail limiting part 33 are sequentially from small to large.
The heights of the clamping body part 32 and the head part 31 are smaller than the hole heights of the beam oblong hole 2b and the plate oblong hole 6, the height of the tail limiting part 33 is larger than the hole heights of the beam oblong hole 2b and the plate oblong hole 6, the length of the clamping body part 32 is adaptive to the width of the bidirectional opening beam, and the head part 31 and the tail limiting part 33 are respectively arranged on two sides of the bidirectional opening beam.
The span medial side position fixedly connected with roof beam to roof beam connecting plate of vertical girder, roof beam to roof beam connecting plate is the T template that falls, including the vertical otic placode 20 the same with the structure of roof beam check connecting plate 26, still include horizontal layer board 28, the connected mode of horizontal secondary beam 212 and vertical otic placode 20 is the same with the connected mode of vertical girder and roof beam check connecting plate 26, the tip overlap joint of horizontal secondary beam 212 is in the upside of horizontal layer board 28.
Referring to fig. 10, the composite structural flooring 4 is sized to fit the rectangular lattice and is laid on the upper side of the beam 2. In this embodiment, the composite structural floor 4 includes an upper layer board 41, a lower layer board 42, and a wood grid framework keel 43 fixedly connected between the two layer boards, where the upper layer board and the lower layer board are OSB boards.
Referring to fig. 27, fig. 31, fig. 15 and fig. 19, the tarpaulin composite wall includes a set of unit walls 5 that enclose a week along beam frame 2, the width of every unit wall 5 suits with the width of rectangle beam grid, overlap joint bonding between two adjacent unit walls 5, the inside and outside both sides of the bottom of every tarpaulin composite wall all are through the connection hasp 13 fixed connection that the interval set up on beam frame 2, the top of the tarpaulin composite wall of vertical both sides is respectively through long lock joint having vertically board roof draw-in groove 7, the inside and outside both sides of board roof draw-in groove 7 all are through the connection hasp 13 fixed connection that the interval set up at the top of tarpaulin composite wall, the upside of board roof draw-in groove 7, along the length direction interval fixedly connected with roof truss connecting piece of board roof draw-in groove.
Referring to fig. 12-14, the unit wall 5 includes wall panels 5a, door panels 5b and window panels 5c, and each unit body structure includes at least one door panel and at least one window panel, and the balance wall panels. In this embodiment, as shown in fig. 27, the unit main structure includes one door panel and three window panels, and the remaining 18 panels are wall panels. The door plate with the window plate and the door plate with the window plate are both arranged on the same side in the transverse direction.
Referring to fig. 11, the unit wall includes a light steel keel frame 51, a heat insulation core material 52 and a tarpaulin jacket 53, the light steel keel frame is rectangular, the light steel keel frame includes two vertical keels and horizontal keels distributed between the vertical keels at intervals, the heat insulation core material 52 is a foaming material filled and wrapped in the light steel keel frame, the foaming material is EPS, XPS or PU, the tarpaulin jacket 53 is sleeved on the outer side of the foaming material, the two vertical edges of the tarpaulin jacket 53 are reserved with a joint edge 54 extending outwards relative to the vertical edge of the wall body, and two adjacent unit walls are bonded by a vertical bonding strip 55 between one side of the joint edge and the wall body on the other side. Two vertical bonding strips are arranged at the joint position of the joint.
Referring to fig. 16-20, the roof clamping groove 7 is a U-shaped steel with a downward opening, and the roof truss connecting members comprise a middle roof truss connecting member 8 and side roof truss connecting members 9. The middle roof truss connecting piece 8 is an L-shaped bending piece which is arranged on two sides of the middle light triangular roof truss in pairs, the two L-shaped bending pieces are arranged in a back-to-back mode, each L-shaped bending piece comprises a vertical plate 81 and a horizontal plate 82, the vertical plate 81 is connected with the middle light triangular roof truss 10, and the horizontal plate 82 is welded with the plate top clamping groove 7. The side roof truss connecting piece 9 is a groove-shaped corner piece and is as high as the board top clamping groove 7, the opening of the side roof truss connecting piece 9 faces downwards and is arranged at four corners of the unit main body structure, one longitudinal end of the side roof truss connecting piece 9 is in butt joint with the end part of the board top clamping groove 7, and one transverse end of the side roof truss connecting piece supports and is fixedly connected with the light triangular roof truss 10. The side roof truss connecting piece is fixedly connected with the inside and outside of the tarpaulin wallboard through a connecting lock catch.
Referring to fig. 32, in this embodiment four light triangular roof trusses are preloaded so that two pairs of center roof truss attachment members and two pairs of side roof truss attachment members are provided. The light triangular roof truss 10 is transversely arranged and distributed along the tarpaulin composite walls on two longitudinal sides at intervals, two ends of the light triangular roof truss are respectively lapped on the upper sides of the plate top clamping grooves 7 on two sides, and two ends of the light triangular roof truss 10 are respectively fixedly connected with the roof truss connecting pieces corresponding to the two sides. Referring to fig. 20, the light-duty triangle roof truss 10 at the gable position is also fixedly connected with the tarpaulin composite wall through connecting lock catches which are arranged at intervals.
Referring to fig. 21, roof ties 11 are fixedly connected between the tops of the light-duty triangular roof truss 10. The light triangular roof truss 10 is a triangular truss structure roof truss assembled by thin-wall C-shaped steel and connected by screws. The ridge tie 11 is made of thin-walled round tubes. In this example, a steel pipe having a diameter of 40mm and a wall thickness of 2mm may be used.
Referring to fig. 22, the awning roof 12 is integrally sleeved on the outer side of the light triangular roof truss 10, the inner side of the bottom edge of the awning roof 12 is adhered to the outer side of the upper end edge of the awning composite wall, and the outer side of the bottom edge of the awning roof 12 is fixedly connected with the ground through the cable ropes 14. The tarpaulin roof 12 is made of a tent roof with heat preservation PE.
Referring to fig. 23a and 23b, in other embodiments, the house may further include not only one unit main structure, but also at least one unit main structure connected in series longitudinally or in parallel laterally to form a linked house. The connection can be completed by sharing the support on the connection side between the unit main body structures.
The construction method of the detachable tarpaulin house comprises the following construction steps:
step one, designing the sizes of all components of a main body structure of the unit according to the design modulus requirement: the basic modulus length and the enlarged modulus length of the beam frame are designed according to the size of the composite structure floor 4, the size of the composite structure floor 4 and the width of the unit wall 5 are both ensured to be matched with the size of the rectangular beam lattice, and the number of the four-way connection adjustable supports 1 and the sizes of other components are designed on the premise; the component is transported to a construction site after being processed in a processing field;
step two, referring to fig. 24-25, the mounting support and beam are: firstly installing a four-way connection adjustable support 1 from one corner, then simultaneously installing the next support in two directions by taking the support as a base point, then pinning a cross beam 21 or a longitudinal beam 22 between the two supports, and leveling the structure by a leveling ruler while installing until all the four-way connection adjustable supports 1 and the beam frame are installed;
step three, referring to fig. 26-29, installing a tarpaulin composite wall: the unit walls 5 are sequentially placed in the designed positions according to rectangular beam grids, the inner side and the outer side of the bottom of each unit wall 5 are sequentially and fixedly connected to the beam frame 2 through connecting lock catches 13 arranged at intervals, meanwhile, two adjacent unit walls 5 are in lap joint adhesion, and the unit walls are sequentially installed clockwise or anticlockwise along one direction;
step four, referring to fig. 30, a composite structural floor is installed: the composite structure floor 4 is paved to the design position according to the rectangular beam grids in sequence;
step five, see fig. 31 for a mounting plate top clamping groove: connecting a roof truss connecting piece at the position where the light triangular roof truss is to be installed in the plate top clamping groove 7, and then installing the plate top clamping groove 7 on the upper side of the longitudinal tarpaulin composite wall; the board top clamping groove 7 is sequentially and fixedly connected with the upper part of the tarpaulin composite wall through connecting lock catches 13 arranged at intervals;
step six, referring to fig. 32, installing a light triangular roof truss: the light triangular roof truss 10 is connected at the position corresponding to the roof truss connecting piece;
step seven, referring to fig. 33, installing a roof tie: a ridge tie bar 11 is fixedly connected between adjacent light triangular roof trusses 10;
step eight, referring to fig. 34-35, installing a tarpaulin roof: the awning cloth roof 12 is integrally sleeved on the outer side of the light triangular roof frame 10, then the inner side of the bottom edge of the awning cloth roof 12 is bonded with the outer side of the upper end edge of the awning cloth composite wall, and the outer side of the bottom edge of the awning cloth roof 12 is fixedly connected with the ground or a four-way connection adjustable support through a cable rope 14;
step nine, referring to fig. 36, installing auxiliary facilities to complete the construction of the house. In this embodiment, the auxiliary facility is a bed placed in a room.
Claims (5)
1. The utility model provides a dismouting formula tarpaulin house, includes at least one unit major structure, its characterized in that: the main unit structure comprises a four-way connection adjustable support (1), a beam frame (2), a latch plate (3), a composite structure floor (4), a tarpaulin composite wall, a plate top clamping groove (7), a roof frame connecting piece, a light triangular roof frame (10), a ridge tie bar (11), a tarpaulin roof (12) and a connection lock catch (13),
the beam frame is formed by connecting and interconnecting a beam (21) and a longitudinal beam (22), the top surfaces of the beam (21) and the longitudinal beam (22) are flush, the longitudinal beam (22) comprises at least one standard longitudinal beam (221) with basic modulus length and at least one expansion longitudinal beam (222) with expansion modulus length, the lengths of the beam (21) are the same and equal to twice the basic modulus length, the longitudinal beams (22) connected with the two ends of the two beams (21) are enclosed to form a rectangular beam grid, the beam frame (2) comprises a group of rectangular beam grids, the sizes of all rectangular beam grids are the same, the width of each rectangular beam grid is equal to one basic modulus length,
the top of the four-way connection adjustable support (1) is in pin joint with the beam frame through a pin plate (3), the bottom of the four-way connection adjustable support (1) is fixedly connected with the ground, the four-way connection adjustable supports (1) are arranged in rows along the transverse interval and are arranged in rows along the longitudinal interval,
the size of the composite structure floor (4) is matched with the size of the rectangular beam lattice and is paved on the upper side of the beam frame (2),
the awning cloth composite wall comprises a group of unit walls (5) which are enclosed along a beam frame (2), the width of each unit wall (5) is matched with the width of a rectangular beam grid, two adjacent unit walls (5) are in lap joint and adhesion, the inner side and the outer side of the bottom of each awning cloth composite wall are fixedly connected to the beam frame (2) through connecting lock catches (13) which are arranged at intervals, the tops of the awning cloth composite walls on the two longitudinal sides are respectively connected with a longitudinal board top clamping groove (7) through long buckles, the inner side and the outer side of each board top clamping groove (7) are fixedly connected to the top of each awning cloth composite wall through connecting lock catches (13) which are arranged at intervals, roof frame connecting pieces are fixedly connected to the upper side of each board top clamping groove (7) at intervals along the length direction of each board top clamping groove,
the light triangular roof truss (10) is transversely arranged and distributed along the tarpaulin composite walls on two longitudinal sides at intervals, two ends of the light triangular roof truss are respectively lapped on the upper sides of the plate top clamping grooves (7) on two sides, two ends of the light triangular roof truss (10) are respectively fixedly connected with corresponding roof truss connecting pieces on two sides, and the light triangular roof truss (10) on the gable position is also fixedly connected with the tarpaulin composite walls inside and outside through connecting lock catches which are arranged at intervals;
ridge tie bars (11) are fixedly connected between the tops of the light triangular roof truss (10),
the awning cloth roof (12) is integrally sleeved on the outer side of the light triangular roof truss (10), the inner side of the bottom edge of the awning cloth roof (12) is adhered to the outer side of the upper end edge of the awning cloth composite wall, and the outer side of the bottom edge of the awning cloth roof (12) is fixedly connected with the ground through a cable rope (14);
the longitudinal beams (22) are longitudinal main beams, the cross beams (21) comprise transverse main beams (211) and transverse secondary beams (212), two ends of each longitudinal main beam and two ends of each transverse main beam (211) are connected between two adjacent four-way connection adjustable supports (1), and two ends of each transverse secondary beam (212) are respectively connected between the midspan inner sides of two adjacent longitudinal main beams;
the unit wall (5) comprises wall boards (5 a), a door plate (5 b) and a window plate (5 c), each unit main body structure comprises at least one door plate and at least one window plate, the rest is wall boards,
the unit wall comprises a light steel keel frame (51), a heat preservation core material (52) and a tarpaulin jacket (53), wherein the light steel keel frame is rectangular, the light steel keel frame comprises two vertical keels and horizontal keels which are distributed among the vertical keels at intervals, the heat preservation core material (52) is a foaming material filled and wrapped in the light steel keel frame and outside, the foaming material is EPS, XPS or PU, the tarpaulin jacket (53) is sleeved on the outer side of the foaming material, the two vertical edges of the tarpaulin jacket (53) are reserved with joint edges (54) which extend outwards relative to the vertical edges of the wall body, and two adjacent unit walls are bonded through a vertical bonding strip (55) between one side of the joint edge and the wall body on the other side;
the plate top clamping groove (7) is U-shaped steel with a downward opening, the roof truss connecting piece comprises a middle roof truss connecting piece (8) and an edge roof truss connecting piece (9), the middle roof truss connecting piece (8) is an L-shaped bending piece which is arranged on two sides of a middle light triangular roof truss in pairs, the two L-shaped bending pieces are arranged in opposite directions, each L-shaped bending piece comprises a vertical plate (81) and a horizontal plate (82), the vertical plate (81) is connected with the middle light triangular roof truss (10), the horizontal plate (82) is welded with the plate top clamping groove (7),
the side roof truss connecting piece (9) is a groove-shaped corner piece and is as high as the board top clamping groove (7), the opening of the side roof truss connecting piece (9) is downward and is arranged at four corners of the unit main body structure, one longitudinal end of the side roof truss connecting piece (9) is in butt joint with the end part of the board top clamping groove (7), one transverse end of the side roof truss connecting piece supports the light triangular roof truss (10) at the side and is fixedly connected with the light triangular roof truss, and the side roof truss connecting piece is fixedly connected with the inside and the outside of the tarpaulin wallboard through a connecting lock catch;
the tent roof (12) is made of tent roof with heat preservation PE;
the light triangular roof truss (10) at the gable position is also fixedly connected with the tarpaulin composite wall through connecting buckles which are arranged at intervals;
the four-way connection adjustable support (1) comprises a fixed connection part at the lower side and an adjustable connection part at the upper side,
the fixed connection part comprises a horizontal bottom plate (15), a vertical support sleeve (16) and four right-angle reinforcing rib plates (17), the vertical support sleeve (16) is fixedly connected with the upper center of the horizontal bottom plate (15), the inner wall of the vertical support sleeve (16) is provided with internal threads (18), the right-angle reinforcing rib plates (17) are respectively and fixedly connected between the horizontal bottom plate (15) and the vertical support sleeve (16) in the center along the four directions, the horizontal bottom plate (15) between two adjacent right-angle reinforcing rib plates (17) is provided with a ground connection hole (19) connected with the ground through screws,
the adjustable connecting part comprises a vertical screw rod (23), a horizontal supporting plate (24), a vertical supporting jacking pipe (25) and a vertical beam grid connecting plate (26), wherein the vertical screw rod (23) is fixedly connected to the center of the lower side of the horizontal supporting plate (24), an external thread (27) matched with the internal thread (18) is arranged on the outer wall of the vertical screw rod (23), the vertical supporting jacking pipe (25) is fixedly connected to the center of the upper side of the horizontal supporting plate (24), the beam grid connecting plate (26) is respectively and fixedly connected between the horizontal supporting plate (24) and the vertical supporting jacking pipe (25) in the middle along four directions,
a plate oblong hole (6) for the clamping pin to be clamped in is formed in the beam grid connecting plate (26),
the horizontal bottom plate (15), the right-angle reinforcing rib plates (17), the horizontal support plates (24) and the beam grid connecting plates (26) are made of steel plates; the vertical support sleeve (16), the vertical screw rod (23) and the vertical support jacking pipe (25) are all made of steel round pipes, and the fixed connection is welding;
the beam (21) and the longitudinal beam (22) are both two-way opening beams, the two-way opening beams are made of thin-wall rectangular steel pipes, two ends of each two-way opening beam are respectively provided with a vertical clamping groove (2 a) for clamping a beam lattice connecting plate, groove plates on two sides of each clamping groove are provided with beam slotted holes (2 b) matched with the plate slotted holes (6), the beam lattice connecting plates (26) are clamped into the clamping grooves, and the beam slotted holes (2 b) are aligned with the plate slotted holes (6) and clamped into the clamping pin plates (3).
2. The modular tarpaulin house of claim 1, wherein: the clamping pin plate (3) is made of a steel plate, is a variable cross-section plate and comprises a head part (31), a clamping body part (32) and a tail limiting part (33), the upper surfaces of the clamping pin plate are flush, the heights of the head part (31), the clamping body part (32) and the tail limiting part (33) are sequentially from small to large, namely the clamping body part, the head part and the tail limiting part,
the height of the clamping body part (32) and the height of the head part (31) are smaller than the hole heights of the beam oblong hole (2 b) and the plate oblong hole (6), the height of the tail limiting part (33) is larger than the hole heights of the beam oblong hole (2 b) and the plate oblong hole (6), the length of the clamping body part (32) is matched with the width of the bidirectional opening beam, and the head part (31) and the tail limiting part (33) are respectively arranged on two sides of the bidirectional opening beam.
3. The modular tarpaulin house of claim 2, wherein: the bridge is characterized in that a beam-to-beam connecting plate is fixedly connected to the inner side of the span of the longitudinal girder, the beam-to-beam connecting plate is an inverted T-shaped plate and comprises a vertical lug plate (20) which is identical to a beam grid connecting plate (26) in structure and a horizontal supporting plate (28), the connection mode of the transverse secondary girder (212) and the vertical lug plate (20) is identical to that of the longitudinal girder and the beam grid connecting plate (26), and the end part of the transverse secondary girder (212) is lapped on the upper side of the horizontal supporting plate (28).
4. The modular tarpaulin house of claim 1, wherein: the composite structure floor (4) comprises an upper layer plate (41), a lower layer plate (42) and a wood grid framework (43) fixedly connected between the two layer plates, wherein the upper layer plate and the lower layer plate are OSB plates.
5. A construction method of a detachable tarpaulin house according to any of the claims 1 to 4, characterized in that the construction steps are as follows:
step one, designing the sizes of all components of a main body structure of the unit according to the design modulus requirement: the basic modulus length and the enlarged modulus length of the beam frame are designed according to the size of the composite structure floor (4), the size of the composite structure floor (4) and the width of the unit wall (5) are both ensured to be matched with the size of the rectangular beam lattice, and the number of the four-way connection adjustable supports (1) and the sizes of other components are designed on the premise of the basic modulus length and the enlarged modulus length of the composite structure floor; the component is transported to a construction site after being processed in a processing field;
step two, mounting a support and a beam frame: firstly, installing a four-way connection adjustable support (1) from one corner, then installing the next support in two directions at the same time by taking the support as a base point, then pinning a cross beam (21) or a longitudinal beam (22) between the two supports, and leveling the structure by a leveling ruler while installing until all the four-way connection adjustable supports (1) and the beam frame are installed;
step three, installing a tarpaulin composite wall: the unit walls (5) are sequentially placed in the designed positions according to rectangular beam grids, the inner side and the outer side of the bottom of each unit wall (5) are sequentially and fixedly connected to the beam frame (2) through connecting locks (13) arranged at intervals, meanwhile, two adjacent unit walls (5) are in lap joint adhesion, and the unit walls are sequentially installed along one direction clockwise or anticlockwise;
step four, installing a composite structure floor: the composite structure floor (4) is paved to the design position according to the rectangular beam grids in sequence;
fifthly, mounting plate top clamping grooves: connecting a roof truss connecting piece at the position of a plate top clamping groove (7) where the light triangular roof truss is to be installed, and then installing the plate top clamping groove (7) on the upper side of the longitudinal tarpaulin composite wall; the board top clamping groove (7) is fixedly connected with the upper part of the tarpaulin composite wall in sequence through connecting lock catches (13) which are arranged at intervals;
step six, installing a light triangular roof truss: the position corresponding to the roof truss connecting piece is connected with a light triangular roof truss (10);
step seven, installing a ridge tie bar: a ridge tie bar (11) is fixedly connected between the adjacent light triangular roof trusses (10);
step eight, installing a tarpaulin roof: the awning cloth roof (12) is integrally sleeved on the outer side of the light triangular roof truss (10), then the inner side of the bottom edge of the awning cloth roof (12) is adhered to the outer side of the upper end edge of the awning cloth composite wall, and the outer side of the bottom edge of the awning cloth roof (12) is fixedly connected with the ground or a four-way connection adjustable support through a cable rope (14);
and step nine, installing auxiliary facilities to finish the construction of the house.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201810928138.6A CN108729554B (en) | 2018-08-15 | 2018-08-15 | Detachable awning cloth house and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810928138.6A CN108729554B (en) | 2018-08-15 | 2018-08-15 | Detachable awning cloth house and construction method thereof |
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| CN108729554B true CN108729554B (en) | 2023-10-13 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109372285B (en) * | 2018-11-28 | 2024-05-10 | 内蒙古工业大学 | Plate-type lattice assembled yurt and construction method thereof |
| 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 |
| CN110284628B (en) * | 2019-04-12 | 2024-08-06 | 深圳全景空间工业有限公司 | Quick layout system and method for house |
| 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 |
| CN115126090B (en) * | 2022-07-27 | 2024-07-16 | 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 |
| 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 |
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