CN209145009U - A kind of quickly dismantled shaped pile frame plate type support structure system - Google Patents
A kind of quickly dismantled shaped pile frame plate type support structure system Download PDFInfo
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- CN209145009U CN209145009U CN201821314018.9U CN201821314018U CN209145009U CN 209145009 U CN209145009 U CN 209145009U CN 201821314018 U CN201821314018 U CN 201821314018U CN 209145009 U CN209145009 U CN 209145009U
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Abstract
A kind of quickly dismantled shaped pile frame plate type support structure system, structural system includes at least one unit main body structure, and the unit main body structure includes the adjustable connecting support of four-way, roof beam structure, composite-structure floor, thin-wall special-shaped column, unit wall, lightweight collar roof, ridge card slot and roof boarding.The utility model is according to modular design erection support and roof beam structure, modularized design processing, corresponding connecting node is devised at each node simultaneously, it can be attached by simple bolt, devise wall and roof beam structure, the plug connection structure between wall and column, whole installation process implementation tool, live welding, it is time saving and energy saving to install, can tool Fast Installation number of turnover height.
Description
Technical field
The utility model relates to a kind of reassembling type house, especially a kind of shaped pile frame plate type support structure system.
Background technique
Existing container dismounts house, has disadvantages that in tool: 1, being overall package, figure construction weight is excessive, is not easy
In transport, complex manufacturing process, expenses of labour installation is somewhat expensive.2, whole process can not mechanization, welding capacity is big.3, whole nothing
Method carries out height difference adjustment.4, in-site installation needs Large-scale Hoisting equipment.
Utility model content
The purpose of the utility model is to provide a kind of quickly dismantled shaped pile frame plate type support structure systems, to solve
Existing construction weight is big, is not easy to transport turnover, the technical problem that installation process is complicated, cost is more expensive, also to solve to make
Cheng Wufa mechanization, welding capacity is big, needs the technical problems such as Large-scale Hoisting equipment.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of quickly dismantled shaped pile frame plate type support structure system, including at least one unit main body structure, institute
Stating unit main body structure includes the adjustable connecting support of four-way, roof beam structure, composite-structure floor, thin-wall special-shaped column, unit wall, lightweight three
Angle roof truss, ridge card slot and roof boarding,
The bottom of the adjustable connecting support of four-way is fixedly connected with the ground, and the adjustable connecting support of four-way is along unit master
Inscribe spacing structure be arranged one week, lateral separation in column, it is longitudinally spaced embark on journey,
The roof beam structure is made of one group of skirt member and one group of lateral bottom secondary beam, and the skirt member is set along unit thematic structure
It sets one week, the both ends of skirt member are fixedly connected with the adjustable connecting support of adjacent four-way respectively, two opposite foundation of longitudinal front and back
Interval is fixedly connected with bottom secondary beam between side bar,
The either flush of the skirt member and bottom secondary beam, the length of the skirt member are basic module length, the bottom time
The length of beam is to expand modulus length,
Composite-structure floor, the length and the length phase of skirt member of the composite-structure floor are completely spread on the upside of the roof beam structure
Together, the width of the composite-structure floor is equal to the half of length, and the composite-structure floor is laid with along longitudinal direction,
Thin-wall special-shaped column, the bottom of the thin-wall special-shaped column and four-way are fixedly connected in the adjustable connecting support of four-way
Adjustable seats are bolted, and are fixedly connected with unit wall between adjacent two thin-wall special-shaped columns,
The lightweight collar roof laterally setting, longitudinally spaced distribution, the both ends of lightweight collar roof, which respectively correspond, takes
The thin-wall special-shaped column of two sides top and be bolted to connection, be fixedly connected between the frame top of the lightweight collar roof
There are ridge card slot, the ridge card slot longitudinally elongated setting, the top of the roof boarding is caught in ridge card slot, the bottom of roof boarding
End is fixedly connected with unit coping.
The skirt member includes sub-body, and the sub-body is made of thin-walled square steel tube, two end pipes of sub-body
The first connecting hole of skirt member being oppositely arranged is provided on wall,
Connection top is also placed on the skirt member, the connection top is special-shaped thin wall flashing slot, including inner side slot
Side board, trough floor and outer side slot side board further include the horizontal edge-pressing board extended with the top of outer side slot side board, the inside ledge
Plate is concordant with the inside of sub-body, and the size of groove body and the thickness of unit wall are adapted.
The bottom secondary beam is made of thin-walled square steel tube, and the bottom secondary beam connecting hole being oppositely arranged is provided on the tube wall of both ends, described
Be fixedly connected with connection otic placode on the side wall of skirt member, the bottom secondary beam by connection otic placode and across connection otic placode bolt with
Skirt member anchor connection.
The adjustable connecting support of four-way includes the bottom plate being fixedly connected with the ground by four, corner ground bolt hole, also
Including the reinforcement core frame and roof beam structure connecting plate welded on bottom plate, the reinforcement core frame is rectangle frame placed in the middle, rectangle frame
Inside dimension and the size of thin-wall special-shaped column are adapted, and beam-to-column joint hole are provided on the side plate of the rectangle frame, the thin-walled is different
The bottom of type column is inserted into rectangle frame and the bolt anchor connection by running through beam-to-column joint hole,
The every side of the side plate of the rectangle frame is vertically fixedly connected with two pieces of roof beam structure connecting plates, two pieces of roof beam structure connecting plates and rectangle
Skirt member mounting groove is formed between the side plate of frame, opposite be provided with matches with the first connecting hole of skirt member on two pieces of roof beam structure connecting plates
The second connecting hole of skirt member,
The skirt member is by sequentially passing through the bolt and four-way of the second connecting hole of the first connecting hole of skirt member and skirt member
Adjustable connecting support anchor connection.
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 plate.
The thin-wall special-shaped column include corner post and side column,
The cross section of the corner post is hollow rectangle, and two adjacent concave surfaces of rectangle inside form twice unit wall
The installation direction of mounting groove, twice unit wall mounting groove is vertical, and twice unit wall mounting groove shares a mounting groove side board,
The cross section of the side column is hollow rectangle, and two concave surfaces of rectangle opposite sides form twice unit wall
The installation direction of mounting groove, twice unit wall mounting groove is same direction, and twice unit wall mounting groove shares a mounting groove bottom
Plate.
The side column of gable is higher than the corner post of two sides, and the pillar height of remaining thin-wall special-shaped column is identical, at the top of the side column of gable and angle
Column top is fixedly connected with gable top steel framework, is fixedly connected on gable top steel framework and is covered with gable side plate, and described three
The size of angular roof steel framework is identical as the size of lightweight collar roof.
The ridge card slot is welded by steel plate, and cross-sectional shape is I-shaped, including edge of a wing top plate, web and the wing
Edge bottom plate, the edge of a wing top plate and edge of a wing bottom plate are at an angle of downwards bending along web, and edge of a wing top plate, web and edge of a wing bottom plate are formed
For the wall top slot of unit wall top portion insertion.
The roof boarding is that polyurethane sheet makes, plug connection between adjacent roof boarding, and the width of the roof boarding is
The half of basic module length；
The unit wall is polyurethane sheet production, and the width of the unit wall is equal to basic module length, the bottom of unit wall
In the groove body on portion insertion connection top, the two sides of unit wall are inserted into respectively in the unit wall mounting groove of two sides；
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 vertical piecemeal up and down passes through link slot between adjacent two pieces of wall pieces and connects.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The utility model makes reassembling type house have production modularization, installation tool, light-weight, versatile, rigidity
Well, the characteristics of ZHOU Zhuanhao.The utility model includes adjustable pedestal, skirt member, bottom secondary beam, structural slab, thin-wall special-shaped column, lightweight list
The composition such as first wall, light roof truss, ridge card slot, light roof board, door and window and related accessory.
The utility model solves the steel that the prior art integrally uses, and construction weight is excessive, is not easy to the technology of transport
Problem devises the utility model using light thin wall profile as frame, and compound OSB plate is quickly torn open as unit wall, formation
Building systems are filled, are all made of the skeleton of lighter weight, foldable transportation is easy, and overall weight is light, is easy to transport.
The utility model solve prior art whole installation process can not tool, the big installation process of site welding amount is multiple
Miscellaneous, expenses of labour installs somewhat expensive technical problem, and according to modular design erection support and roof beam structure, modularized design is processed, while
Corresponding connecting node is devised at each node, can be attached by simple bolt, and wall and roof beam structure, wall are devised
Plug connection structure between column, whole installation process implementation tool, live welding, it is time saving and energy saving to install, can tool
It is high to change the Fast Installation number of turnover.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is that the overall structure of the utility model splits schematic diagram.
Fig. 2 is the structural schematic diagram of the adjustable connecting support of four-way.
Fig. 3 is the structural schematic diagram of skirt member.
Fig. 4 is the structural schematic diagram of skirt member.
Fig. 5 is the structural schematic diagram of composite-structure floor.
Fig. 6 is the structural schematic diagram of corner post.
Fig. 7 is the structural schematic diagram of side column.
Fig. 8 is the structural schematic diagram of lightweight collar roof.
Fig. 9 is the structural schematic diagram of ridge card slot.
Figure 10 is the structural schematic diagram of wallboard.
Figure 11 is the structural schematic diagram with door-plate.
Figure 12 is the structural schematic diagram with luffer boards.
Figure 13 is unit wall vertical piecemeal splicing construction schematic diagram up and down.
Figure 14 is support mounting structure schematic diagram in embodiment construction method step two.
Figure 15 is two indsole side bar mounting structure schematic diagram of embodiment construction method step.
Figure 16 is two indsole secondary beam mounting structure schematic diagram of embodiment construction method step.
Figure 17 is composite-structure floor mounting structure schematic diagram in embodiment construction method step three.
Figure 18 is thin-wall special-shaped column mounting structure schematic diagram in embodiment construction method step four.
Figure 19 is the mounting structure schematic diagram of unit wall deadlight in embodiment construction method step five.
Figure 20 is band door-plate and with gable side in luffer boards and step 6 in unit wall in embodiment construction method step five
Plate is installed structural schematic diagram.
Figure 21 is the mounting structure schematic diagram of lightweight collar roof in embodiment construction method step six.
Figure 22 is the mounting structure schematic diagram of ridge card slot in embodiment construction method step seven.
Figure 23 is the mounting structure schematic diagram of roof boarding in embodiment construction method step eight.
Figure 24 is the structural schematic diagram that construction is completed.
Appended drawing reference: connecting support that 1- four-way is adjustable, 11- bottom plate, 12- reinforce core frame, 13- roof beam structure connecting plate,
The second connecting hole of 14- skirt member, the ground 15- bolt hole, 16- beam-to-column joint hole, 2- skirt member, 21- sub-body,
22- connection top, 221- inner side slot side board, 222- trough floor, 223- outer side slot side board, the horizontal edge-pressing board of 224-, 23-
The first connecting hole of skirt member, the bottom 3- secondary beam, the bottom 31- secondary beam connecting hole, 32- connection otic placode, 4- composite-structure floor, 41-
Top plate, 42- lower plywood, 43- flitch lattice keel, the thin-wall special-shaped column of 5-, 51- corner post, 52- side column, 53- unit wall
Mounting groove, 6- unit wall, 61- wallboard, 62- band door-plate, 63- band luffer boards, 7- lightweight collar roof, 8- ridge card slot,
The edge of a wing 81- top plate, 82- web, the edge of a wing 83- bottom plate, 9- roof boarding, 101- gable top steel framework, 102- gable side
Plate.
Specific embodiment
Embodiment is shown in Figure 1, a kind of quickly dismantled shaped pile frame plate type support structure system, including at least one
A unit main body structure, the unit main body structure include the adjustable connecting support 1 of four-way, roof beam structure, composite-structure floor 4, thin-walled
Special-shape column 5, unit wall 6, lightweight collar roof 7, ridge card slot 8 and roof boarding 9.
Shown in Figure 2, the bottom of the adjustable connecting support of four-way is fixedly connected with the ground, the adjustable connection of four-way
Support 1 is arranged one week along unit thematic structure interval, lateral separation in column, longitudinally spaced embark on journey.The adjustable connection of four-way
Support 1 includes the bottom plate 11 being fixedly connected with the ground by four, corner ground bolt hole 15, further include welded on bottom plate plus
Strong core frame 12 and roof beam structure connecting plate 13,
The reinforcement core frame 12 is rectangle frame placed in the middle, and the inside dimension of rectangle frame and the size of thin-wall special-shaped column are mutually fitted
It answers, beam-to-column joint hole 16 is provided on the side plate of the rectangle frame, the bottom insertion rectangle frame of the thin-wall special-shaped column 5 is interior and passes through
Bolt anchor connection through beam-to-column joint hole, the every side of the side plate of the rectangle frame are vertically fixedly connected with two pieces of roof beam structure connecting plates
13, skirt member mounting groove is formed between two pieces of roof beam structure connecting plates 13 and the side plate of rectangle frame, it is opposite on two pieces of roof beam structure connecting plates 13
It is provided with the second connecting hole of skirt member 14 matched with the first connecting hole of skirt member 23, the skirt member is by sequentially passing through bottom edge
The bolt of the first connecting hole of beam 23 and the second connecting hole of skirt member 14 and the adjustable connecting support anchor connection of four-way.
In the present embodiment, connecting support that four-way is adjustable is arranged 10 altogether, and longitudinal two arrange, and each column 4, laterally two arranges, each column
Three.
In the present embodiment, for insole board 11 by being made with a thickness of 12mm steel plate, bottom plate 11 is equipped with 4 diameter 20mm
Circular hole, by screw for pedestal in ground connect；Roof beam structure connecting plate 13 is made by 8 pieces with a thickness of 6mm steel plate, and roof beam structure connects
Fishplate bar is equipped with adjustable slotted hole, by bolt for connecting skirt member；Rectangle frame with a thickness of 6mm steel plate by making.
Shown in ginseng is seen figures 3 and 4, the roof beam structure is made of one group of skirt member 2 and one group of lateral bottom secondary beam 3, the bottom edge
Beam 2 is arranged one week along unit thematic structure, and the both ends of skirt member 2 are fixedly connected with the adjustable connecting support of adjacent four-way respectively,
Interval is fixedly connected with bottom secondary beam 3 between two opposite foundation side bars 2 of longitudinal front and back.
The either flush of the skirt member 2 and bottom secondary beam 3, the length of the skirt member 2 are basic module length, the bottom
The length of secondary beam 3 is to expand modulus length.In the present embodiment, skirt member 2 totally 10, each modulus length setting two of bottom secondary beam
Root, totally 6.
Skirt member 2 includes sub-body 21, and the sub-body 21 is made of thin-walled square steel tube, the both ends of sub-body 21
The first connecting hole of skirt member 23 being oppositely arranged is provided on tube wall,
The sub-body 21 is made of thin-walled square steel tube, is provided with the bottom being oppositely arranged on the both ends tube wall of sub-body 21
The first connecting hole of side bar 23.
In the present embodiment, skirt member is made of 100mm × 50mm × 2mm thin-walled square steel tube, and skirt member is equipped with diameter 9mm circle
Hole.
Connection top 22 is also placed on the skirt member 2, the connection top 22 is special-shaped thin wall flashing slot, including interior
Side channel side board 221, trough floor 222 and outer side slot side board 223 further include the horizontal pressure extended with the top of outer side slot side board 223
Side plate 224, the inner side slot side board 221 is concordant with the inside of sub-body 21, and the size of groove body is mutually fitted with the thickness of unit wall
It answers.
The bottom secondary beam 3 is made of thin-walled square steel tube, and the bottom secondary beam connecting hole 31 being oppositely arranged, institute are provided on the tube wall of both ends
It states and is fixedly connected with connection otic placode 32 on the side wall of skirt member 2, the bottom secondary beam 3 is by connection otic placode 32 and passes through connection otic placode
32 bolt and 2 anchor connection of skirt member.
It is shown in Figure 5, composite-structure floor 4, the length of the composite-structure floor 4 and bottom are completely spread on the upside of the roof beam structure
The length of side bar 2 is identical, and the width of the composite-structure floor 4 is equal to the half of length, and the composite-structure floor 4 is along longitudinal direction
It is laid with.The composite-structure floor 4 includes top plate 41, lower plywood 42 and the flitch lattice dragon being fixedly connected between two-ply
Bone 43, the top plate and lower plywood are OSB plate.
In the present embodiment, the size of composite-structure floor is 1800mm × 900mm × 70mm, and upper layer is 18mm thickness OSB plate,
Middle layer is 40mm × 40mm flitch lattice, lower layer's position 12mm thickness OSB plate.
Referring to shown in Fig. 6 and 7, thin-wall special-shaped column 5, the thin-walled are fixedly connected in the adjustable connecting support 1 of four-way
The bottom of special-shape column 5 is bolted with four-way adjustable seats 1, is fixedly connected with list between adjacent two thin-wall special-shaped columns 5
First wall 6.The thin-wall special-shaped profile that thin-wall special-shaped column uses with a thickness of 2mm.The thin-wall special-shaped column includes corner post 51 and side column
52。
In the present embodiment, corner post totally four, side column totally 6.
The cross section of the corner post 51 is hollow rectangle, and two adjacent concave surfaces of rectangle inside form twice unit
The installation direction of wall mounting groove 53, twice unit wall mounting groove 53 is vertical, and twice unit wall mounting groove 53 shares a mounting groove
Side board.
The cross section of the side column 52 is hollow rectangle, and two concave surfaces of rectangle opposite sides form twice unit
Wall mounting groove 53, the installation direction of twice unit wall mounting groove are same direction, and twice unit wall mounting groove 53 shares a peace
Tankage bottom plate.
Shown in Figure 1, the side column 52 of gable is higher than the corner post 51 of two sides, and the pillar height of remaining thin-wall special-shaped column is identical, mountain
Gable top steel framework 101, fixed company on gable top steel framework are fixedly connected at the top of 52 top of side column of wall and corner post 51
It is connected to and is covered with gable side plate 102, gable side plate 102 is made of polyurethane sheet.The size of the gable top steel framework 101 and light
The size of matter collar roof 7 is identical.
It is shown in Figure 8, the laterally setting, longitudinally spaced distribution of lightweight collar roof 7, the two of lightweight collar roof
End respectively corresponds the top for the thin-wall special-shaped column 5 for riding over two sides and is bolted to connection, the frame of the lightweight collar roof 7
Ridge card slot 8 is fixedly connected between top.The longitudinal elongated setting of the ridge card slot 8, the top of the roof boarding is caught in ridge
In card slot 8, the bottom end of roof boarding 9 is fixedly connected with the top of unit wall 6.
In the present embodiment, English truss that lightweight collar roof is welded by 50mm × 50mm × 2mm thin-walled square steel tube
Structure.
Shown in Figure 9, the ridge card slot 8 is welded by steel plate, and cross-sectional shape is I-shaped, including the edge of a wing
Top plate 81, web 82 and edge of a wing bottom plate 83, the edge of a wing top plate 81 and edge of a wing bottom plate 83 are along the angled bending downwards of web 82, the wing
Edge top plate 81, web 82 and edge of a wing bottom plate 83 form the wall top slot being inserted into for unit wall top portion.
In the present embodiment, ridge card slot makes welding by the steel plate of 4mm.
The roof boarding 9 is polyurethane sheet production, passes through groove and the adaptable grafting of protrusion between adjacent roof boarding 9,
The width of the roof boarding is the half of basic module length.In the present embodiment the size of roof boarding be 1800mm × 100mm ×
50mm。
The unit wall is polyurethane sheet production, and the width of the unit wall is equal to basic module length, the bottom of unit wall
In the groove body on portion insertion connection top, the two sides of unit wall are inserted into respectively in the unit wall mounting groove of two sides；It is realized by grafting
All structural slab connections are integral, and the size of unit wall is 1800mm × 100mm × 50mm in the present embodiment.
Referring to shown in Fig. 1,10-13, the unit wall 6 includes wallboard 61, band door-plate 62 and with luffer boards 63, in the present embodiment
Each unit main body structure includes a band door-plate and a band luffer boards, remaining is wallboard.Door and window passes through integrated installation and unit
Wall is integral component, using prefabrication, field erected form.
The vertical piecemeal of about the 6 unit wall passes through groove and the adaptable grafting of protrusion between adjacent two pieces of wall pieces.
This quickly dismantled shaped pile frame plate type support structure system, construction procedure are as follows:
Step 1 requires the size of each component of design cell main structure according to design modulus: according to composite construction
The basic module length of the size design roof beam structure of plate 4, the size for guaranteeing composite-structure floor 4 and 6 width of unit wall are and roof beam structure
Size be adapted, as premise design the adjustable connecting support 1 of four-way number and other components size；And component is existed
Construction site is transported to after processing space processing.
Step 2, referring to shown in Figure 14-16, erection support and roof beam structure: each adjustable company of four-way is installed in smooth location, design
Support 1 is connect, the sub-body 21 of skirt member 2 is then inserted between two supports and by bolt anchoring, installation while is used
Horizontal ruler Smoothing structure, until all sub-bodies 21 are installed, then in the fixed company of the design position of sub-body 21
Bottom secondary beam 3 by connection otic placode and is bolted between sub-body 21 by ear connecting plate 32.
Step 3, shown in Figure 17, install composite-structure floor: composite-structure floor 4 is successively routed to according to beam lattice
Then design position places connection top 22 in the upside of sub-body 21, horizontal edge-pressing board 224 compresses the composite construction of avris
Floor 4.
Step 4, it is shown in Figure 18, thin-wall special-shaped column is installed: the bottom of thin-wall special-shaped column 5 is successively adjustable with four-way
The top of connecting support 1 is fixedly connected.
Step 5, shown in Figure 19, installation unit wall: in the bottom insertion skirt member 2 of unit wall 6, the two of unit wall 6
Side is inserted between the thin-wall special-shaped column 5 of two sides.
Step 6 referring to fig. 2 shown in 0-21, installs roof truss: in the present embodiment, roof truss includes two kinds and needs to construct respectively.
The side column 52 of gable is higher than the corner post 51 of two sides, is first fixedly connected with triangle room at the top of 52 top of the side column of gable and corner post 51
Steel framework 101 is pushed up, totally two, is fixedly connected on gable top steel framework and is covered with gable side plate 102, totally two pieces；Then in longitudinal direction
The top installation lightweight collar roof 7 of corresponding thin-wall special-shaped column 5, totally two.
Step 7 referring to fig. 2 shown in 2, installs ridge card slot: being fixedly connected with room the top of lightweight collar roof 7 is elongated
Ridge card slot 8.
Step 8 referring to fig. 2 shown in 3, installs roof boarding: the bottom of roof boarding 9 is fixedly connected sequentially in unit wall 6
Top, the top of roof boarding 9 are caught in ridge card slot 8.
Step 9 referring to fig. 2 shown in 4, installs affiliated facility, completes the construction in house.
Claims (9)
1. a kind of quickly dismantled shaped pile frame plate type support structure system, including at least one unit main body structure, special
Sign is: the unit main body structure includes the adjustable connecting support of four-way (1), roof beam structure, composite-structure floor (4), thin-wall special-shaped
Column (5), unit wall (6), lightweight collar roof (7), ridge card slot (8) and roof boarding (9),
The bottom of the adjustable connecting support of four-way is fixedly connected with the ground, and the adjustable connecting support of four-way (1) is along unit master
Inscribe spacing structure be arranged one week, lateral separation in column, it is longitudinally spaced embark on journey,
The roof beam structure is made of one group of skirt member (2) and one group of lateral bottom secondary beam (3), and the skirt member (2) is along unit theme
Structure setting one week, the both ends of skirt member (2) were fixedly connected with the adjustable connecting support of adjacent four-way respectively, and longitudinal front and back is opposite
Two foundation side bars (2) between interval be fixedly connected with bottom secondary beam (3),
The either flush of the skirt member (2) and bottom secondary beam (3), the length of the skirt member (2) is basic module length, described
The length of bottom secondary beam (3) is to expand modulus length,
Composite-structure floor (4) completely are spread on the upside of the roof beam structure, the length of the composite-structure floor (4) and the length of skirt member (2)
To spend identical, the width of the composite-structure floor (4) is equal to the half of length, and the composite-structure floor (4) is laid with along longitudinal direction,
It is fixedly connected with thin-wall special-shaped column (5) on the adjustable connecting support of four-way (1), the bottom of the thin-wall special-shaped column (5)
It is bolted with the adjustable connecting support of four-way (1), is fixedly connected with unit wall between adjacent two thin-wall special-shaped columns (5)
(6),
The lightweight collar roof (7) laterally setting, longitudinally spaced distribution, the both ends of lightweight collar roof, which respectively correspond, to be ridden over
The top blending bolt of the thin-wall special-shaped column (5) of two sides is fixedly connected, fixed between the frame top of the lightweight collar roof (7) to connect
It is connected to ridge card slot (8), the longitudinal elongated setting of the ridge card slot (8), the top of the roof boarding is caught in ridge card slot (8)
In, it is fixedly connected at the top of the bottom end and unit wall (6) of roof boarding (9).
2. quickly dismantled shaped pile frame plate type support structure system according to claim 1, it is characterised in that: described
Skirt member (2) includes sub-body (21), and the sub-body (21) is made of thin-walled square steel tube, the both ends of sub-body (21)
The first connecting hole of skirt member (23) being oppositely arranged is provided on tube wall,
Connection top (22) is also placed on the skirt member (2), the connection top (22) is special-shaped thin wall flashing slot, including
Inner side slot side board (221), trough floor (222) and outer side slot side board (223) further include prolonging at the top of outer side slot side board (223)
The horizontal edge-pressing board (224) stretched, the inner side slot side board (221) is concordant with the inside of sub-body (21), the size of groove body with
The thickness of unit wall is adapted.
3. quickly dismantled shaped pile frame plate type support structure system according to claim 2, it is characterised in that: described
Bottom secondary beam (3) is made of thin-walled square steel tube, and the bottom secondary beam connecting hole (31) being oppositely arranged, the skirt member are provided on the tube wall of both ends
(2) it is fixedly connected on side wall connection otic placode (32), the bottom secondary beam (3) is by connection otic placode (32) and passes through connection otic placode
(32) bolt and skirt member (2) anchor connection.
4. quickly dismantled shaped pile frame plate type support structure system according to claim 3, it is characterised in that: described
Connecting support that four-way is adjustable (1) includes the bottom plate (11) being fixedly connected with the ground by four, corner ground bolt hole (15), also
Including the reinforcement core frame (12) and roof beam structure connecting plate (13) welded on bottom plate, the reinforcement core frame (12) is rectangle placed in the middle
The size of frame, the inside dimension of rectangle frame and thin-wall special-shaped column is adapted, and beam-to-column joint hole is provided on the side plate of the rectangle frame
(16), the thin-wall special-shaped column (5) bottom insertion rectangle frame in and by run through beam-to-column joint hole bolt anchor connection,
The every side of the side plate of the rectangle frame is vertically fixedly connected with two pieces of roof beam structure connecting plates (13), two pieces of roof beam structure connecting plates (13) with
Skirt member mounting groove is formed between the side plate of rectangle frame, opposite be provided with connect with skirt member first on two pieces of roof beam structure connecting plates (13)
The second connecting hole of skirt member (14) that hole (23) matches,
The skirt member by sequentially pass through the bolt of the first connecting hole of skirt member (23) and the second connecting hole of skirt member (14) with
Connecting support anchor connection that four-way is adjustable.
5. quickly dismantled shaped pile frame plate type support structure system according to claim 3, it is characterised in that: described
Composite-structure floor (4) includes top plate (41), lower plywood (42) and the flitch lattice keel being fixedly connected between two-ply
(43), the top plate and lower plywood are OSB plate.
6. the quickly dismantled shaped pile frame plate type support structure system according to claim 2-5 any one, special
Sign is: the thin-wall special-shaped column include corner post (51) and side column (52),
The cross section of the corner post (51) is hollow rectangle, and two adjacent concave surfaces of rectangle inside form twice unit wall
The installation direction of mounting groove (53), twice unit wall mounting groove (53) is vertical, and twice unit wall mounting groove (53) shares a peace
Tankage side board,
The cross section of the side column (52) is hollow rectangle, and two concave surfaces of rectangle opposite sides form twice unit wall
Mounting groove (53), the installation direction of twice unit wall mounting groove are same direction, and twice unit wall mounting groove (53) shares one
Trough floor is installed.
7. quickly dismantled shaped pile frame plate type support structure system according to claim 6, it is characterised in that: gable
Side column (52) be higher than the corner posts (51) of two sides, the pillar height of remaining thin-wall special-shaped column is identical, at the top of the side column (52) of gable and angle
It is fixedly connected with gable top steel framework (101) at the top of column (51), is fixedly connected on gable top steel framework and is covered with gable side
The size of plate (102), the gable top steel framework (101) is identical as the size of lightweight collar roof (7).
8. quickly dismantled shaped pile frame plate type support structure system according to claim 6, it is characterised in that: described
Ridge card slot (8) is welded by steel plate, and cross-sectional shape is I-shaped, including edge of a wing top plate (81), web (82) and the wing
Edge bottom plate (83), the edge of a wing top plate (81) and edge of a wing bottom plate (83) are along web (82) angled bending downwards, edge of a wing top plate
(81), web (82) and edge of a wing bottom plate (83) form the wall top slot being inserted into for unit wall top portion.
9. quickly dismantled shaped pile frame plate type support structure system according to claim 6, it is characterised in that: described
Roof boarding (9) is polyurethane sheet production, passes through groove and the adaptable grafting of protrusion, the roofing between adjacent roof boarding (9)
The width of plate is the half of basic module length；
The unit wall is polyurethane sheet production, and the width of the unit wall is equal to basic module length, and the bottom of unit wall is inserted
Enter to connect in the groove body on top, the two sides of unit wall are inserted into respectively in the unit wall mounting groove of two sides；
The unit wall (6) includes wallboard (61), with door-plate (62) and with luffer boards (63), and 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 (6) vertical piecemeal up and down passes through groove and the adaptable grafting of protrusion between adjacent two pieces of wall pieces.
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|---|---|---|---|
| CN201821314018.9U CN209145009U (en) | 2018-08-15 | 2018-08-15 | A kind of quickly dismantled shaped pile frame plate type support structure system |
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| CN201821314018.9U CN209145009U (en) | 2018-08-15 | 2018-08-15 | A kind of quickly dismantled shaped pile frame plate type support structure system |
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| CN209145009U true CN209145009U (en) | 2019-07-23 |
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| CN201821314018.9U Expired - Fee Related CN209145009U (en) | 2018-08-15 | 2018-08-15 | A kind of quickly dismantled shaped pile frame plate type support structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978875A (en) * | 2018-08-15 | 2018-12-11 | 中建集成房屋有限公司 | A kind of quickly dismantled shaped pile frame plate type support structure system and its engineering method |
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2018
- 2018-08-15 CN CN201821314018.9U patent/CN209145009U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978875A (en) * | 2018-08-15 | 2018-12-11 | 中建集成房屋有限公司 | A kind of quickly dismantled shaped pile frame plate type support structure system and its engineering method |
| CN108978875B (en) * | 2018-08-15 | 2024-02-13 | 中建集成房屋有限公司 | Quick-disassembly-type special-shaped column frame plate type supporting structure system and construction method thereof |
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| GR01 | Patent grant | ||
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 102629 Beijing Daxing District CSCEC Integrated Construction Co.,Ltd. Patentee after: CSCEC Integrated Construction Co.,Ltd. Patentee after: CHINA STATE CONSTRUCTION DEVELOPMENT CO.,LTD. Address before: 100195 Green green, No. 83 Evergreen Road, Beijing, Haidian District Patentee before: CHINA CONSTRUCTION MODULAR HOUSING Co.,Ltd. Patentee before: CHINA STATE CONSTRUCTION DEVELOPMENT Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190723 Termination date: 20210815 |