CN206769456U - A kind of prefabricated villa - Google Patents

A kind of prefabricated villa Download PDF

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Publication number
CN206769456U
CN206769456U CN201720324216.2U CN201720324216U CN206769456U CN 206769456 U CN206769456 U CN 206769456U CN 201720324216 U CN201720324216 U CN 201720324216U CN 206769456 U CN206769456 U CN 206769456U
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CN
China
Prior art keywords
prefabricated
purlin
crab
type
joint face
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Expired - Fee Related
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CN201720324216.2U
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Chinese (zh)
Inventor
张连朋
张圣炎
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Hebei Fang Ting New Building Materials Technology Co Ltd
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Hebei Fang Ting New Building Materials Technology Co Ltd
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Priority to CN201720324216.2U priority Critical patent/CN206769456U/en
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Abstract

The utility model belongs to prefabricated villa technical field, propose a kind of prefabricated villa, including foundation structure, several prefabricated panels are provided with foundation structure, portion's structure is provided between prefabricated panel, the top of prefabricated panel is connected with house beam, some purlins are vertically installed with house beam, foundation structure includes default road ditch, crab-bolt and reinforcing bar are provided with default road ditch, cement layer has been poured in default road ditch, channel-section steel is provided with cement layer, the slot opening of channel-section steel is upward, prefabricated panel is provided with the groove of channel-section steel, door portion structure includes two symmetrically arranged doorframe support bodies, convex prefabricated panel is provided with above doorframe support body, side on doorframe support body positioned at channel-section steel is provided with L-type ruggedized construction, house beam is connected by trihedral connector with purlin, purlin includes two C-type steels connected back-to-back.Solves traditional architecture installation inconvenience, construction intensity is big, wastes the technical problem of land resource.

Description

A kind of prefabricated villa
Technical field
The utility model belongs to prefabricated villa technical field, is related to a kind of prefabricated villa.
Background technology
China's Green Architectural Development is swift and violent in recent years, and in the case where national policy promotes energetically, green building has welcome scale Developing stage, but the part house in China still uses clay brick and cement as the construction method of main body, installation be present not Convenient, construction intensity is big, wastes the technical problem of land resource, needs a kind of new villa and residential structure badly.
Utility model content
The utility model proposes a kind of prefabricated villa, solves above-mentioned technical problem.
What the technical solution of the utility model was realized in:
A kind of prefabricated villa, including:
Foundation structure, several prefabricated panels are provided with the foundation structure, door is provided between the prefabricated panel Portion's structure, the top of the prefabricated panel are connected with house beam, and some purlins, described ground base junction are vertically installed with the house beam Structure includes default road ditch, is provided with crab-bolt and reinforcing bar in the default road ditch, the reinforcing bar is staggered in latticed, the anchor Bolt includes the screwed crab-bolt head that sets gradually from top to bottom and the L-type crab-bolt body of rod, described in the crab-bolt head is stretched out Outside default road ditch, cement layer is poured in the default road ditch, channel-section steel is provided with the cement layer, the groove of the channel-section steel is opened Mouth upward, and is connected by bolt with the crab-bolt head, and the prefabricated panel is provided with the groove of the channel-section steel, described pre- Wallboard processed is all connected with by two sides of tap bolt and the channel-section steel, and door portion structure includes two symmetrically arranged doors Frame supporter, the doorframe support body are connected with the prefabricated panel, and it is prefabricated to be provided with convex above the doorframe support body Wallboard, the boss of the convex prefabricated panel are inserted between two doorframe support bodies, and the doorframe support body is arranged on In the groove of the channel-section steel, the side on the doorframe support body positioned at the channel-section steel is provided with L-type ruggedized construction, the house beam Be connected by trihedral connector with the purlin, the trihedral connector include be arranged in a mutually vertical manner the first joint face, Second joint face and the 3rd joint face, first joint face are connected with the top of the house beam, second joint face with The side of the house beam and the side of the purlin are all connected with, and the 3rd joint face is connected with the purlin, the purlin Including two C-type steels connected back-to-back, the 3rd joint face is stretched in the groove of the C-type steel, is connected with the C-type steel Connect.
As further technical characteristic, several cones are provided with below the horizontal direction body of rod of the L-type crab-bolt body of rod Shape fixture, the taper fixture stretch into the bottom of the default road ditch.
As further technical characteristic, along the circumferential direction uniformly set on the vertical direction body of rod of the L-type crab-bolt body of rod It is raised to be equipped with several.
As further technical characteristic, along the circumferential direction uniformly set on the vertical direction body of rod of the L-type crab-bolt body of rod It is equipped with several fins obliquely.
As further technical characteristic, the L-type ruggedized construction includes orthogonal first stiffening piece and second and added Gu piece, several triangle reinforcements are provided between first stiffening piece and second stiffening piece, described second reinforces Piece is connected by connecting hole with the cement layer, and first stiffening piece is all connected with the channel-section steel and the doorframe support body.
As further technical characteristic, connector between several purlins, institute are provided between every two purlins Stating connector between purlin includes two joint faces that are parallel and being oppositely arranged, the end of described two joint face the same sides respectively with The top and bottom connection of the purlin, described two joint faces are connected by perpendicular supporting surface, the supporting surface position In the side of the purlin, and it is vertical with the purlin, the supporting surface is concordant with the side of the joint face, the supporting surface On be vertically installed with supporting plate, the supporting plate is located at the side of the joint face, the supporting plate and the joint face with The C-type steel connection.
As further technical characteristic, the interior setting of the C-type steel is due to some support bars, and the two of the support bar The inwall connection of the end difference C-type steel.
Compared with prior art, the utility model has the beneficial effect that:
1st, in the utility model, prefabricated panel is C-type steel and the compound material of warming plate, has light weight, endurance big The advantages of, research shows that the vertical stress that board dimension is 120CM*240CM*15CM is 6500 kilograms, horizontal force 1500 Kilogram, thus it is easy for installation while meet stress load, it is completely detachable when building house by the way of wallboard splicing, The recyclable recycling of all material, terminates whole no any building materials rubbish from just building to service life, and resource can weigh It is multiple to utilize, without clay brick and cement consumption it is less, reduce airborne dust and save resource, a construction area is in 200 ㎡ or so The cement consumption of assembled-type house villa be about the 5% of traditional type house, in addition, the earthquake-resistance of housing of wallboard assembling is up to 8 More than degree, wind resistance is up to 240km/h (more than 10 grades strong wind);Fire prevention burning was up to 3 hours, and sound insulation reaches 65 decibels, thermal resistance system Number R=34 (being 9 times of conventional steel bar concrete wall), thermal conductivity factor are only 0.022 (remote ultra-traditional building standard is 0.03 Material).
2nd, in the utility model, default road ditch is previously provided with crab-bolt and reinforcing bar, the L-type crab-bolt body of rod, stretches into default road ditch Bottom, has the function that tentatively fixed, facilitates the laying of further reinforcing bar, reinforcing bar is staggeredly laid on default road ditch in latticed It is interior, cement layer is poured to default road ditch, the crab-bolt head of crab-bolt is stretched out outside cement layer, and channel-section steel, groove are provided with cement layer The slot opening of steel upward, and is connected by bolt with crab-bolt head, and the prefabricated panel for splice installation is inserted into channel-section steel It is attached and installs in groove, mounting means is more convenient, the setting of the L-type crab-bolt body of rod, entirety is obtained foundation structure more It is firm, prefabricated panel is provided with the groove of channel-section steel, prefabricated panel is all connected with by two sides of tap bolt and channel-section steel, even It is simple to connect mode, installation process is more convenient, accelerating construction progress.
3rd, in the utility model, door portion structure includes two doorframe support bodies and convex prefabricated panel, convex prefabricated panel It is arranged on above doorframe support body, and its boss is inserted between two doorframe support bodies, convex prefabricated panel is also based on c-type The heat-insulation wall plate of steel, doorframe support body include the two reinforcement C-type steels connected back-to-back, the cavity that two reinforcement C-type steels are formed Interior to be filled with warming plate, doorframe support body and convex prefabricated panel junction pass through connection sheet and screw connection, construction Mode is simple, short construction period, and overall structure is safe and reliable.
4th, in the utility model, some purlins are parallel to each other, and are vertically set on house beam, and house beam is connected by trihedral Fitting is connected with purlin, and trihedral connector includes three orthogonal joint faces, and each two joint face is mutually vertical, knot Structure is simple, easy to connect, and the first joint face is overlapped on the top of house beam, and is connected thereto, the second joint face respectively with house beam and Purlin is connected, and the 3rd joint face is connected with purlin, and purlin includes two C-type steels connected back-to-back, and the 3rd joint face stretches to C In the groove of shaped steel, it is connected with C-type steel, connected mode is simple, and securely and reliably, stability is strong.
5th, in the utility model, crab-bolt is stretched into by taper fixture in the bottom soil of default road ditch, and fixed form is more The position that adding firmly, prevents crab-bolt during the laying of reinforcing bar changes, or even drops, and makes mounting means more convenient fast Victory, several raised or several fins obliquely settings, strengthen anchor on the vertical direction body of rod of the L-type crab-bolt body of rod The fixed effect of bolt, add the stability of ground.
6th, in the utility model, the bottom of doorframe support body is arranged in channel-section steel, and passes through L-type ruggedized construction and cement Layer connection, L-type ruggedized construction include orthogonal first stiffening piece and the second stiffening piece, the first stiffening piece and the second stiffening piece Between be provided with several triangle reinforcements, therefore the setting of L-type ruggedized construction serves connection, support and firm effect Fruit, make overall doorframe structure more stable, and connected mode is simple, easily construction.
7th, in the utility model, in the utility model, connector is arranged between each two purlin between purlin, enhances purlin The effect supported mutually between bar, strengthens the stability of purlin, and connector includes being parallel to each other and relative two companies between purlin Junction, two joint faces in one end are connected with the top and bottom of purlin respectively, and connection is simple and convenient, two joint faces it Between be vertically installed with supporting surface, play support and firm effect, add the side of security reliability, supporting surface and joint face Concordantly, and supporting plate is vertically connected with thereon, supporting plate is connected with C-type steel, supporting plate, joint face and supporting surface three's phase It is mutually vertical, form the attachment structure of monolithic stability, in the utility model, set in the groove of C-type steel due to some supports Bar, two sides in C-type steel groove are propped up, while saving material, the purlin that is formed to C-type steel serves support and steady Solid effect.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the utility model structure diagram;
Fig. 2 is door portion structure structural representation in the utility model;
Fig. 3 is door portion structure side structure schematic view in the utility model;
Fig. 4 is L-type ruggedized construction structural representation in the utility model;
Fig. 5 is the crab-bolt structural representation with convex body in the utility model;
Fig. 6 is the crab-bolt structural representation with fin in the utility model;
Fig. 7 is house beam attachment structure schematic diagram in the utility model;
Fig. 8 is trihedral connecting-piece structure schematic diagram in the utility model;
Fig. 9 is purlin attachment structure schematic diagram in the utility model;
Figure 10 connecting-piece structure schematic diagrames between purlin in the utility model;
Figure 11 is C-type steel structural representation in the utility model;
In figure:1- house beams, 2- trihedral connectors, the joint faces of 21- first, the joint faces of 22- second, the joint faces of 23- the 3rd, 3- purlins, 31-C shaped steel, 311- support bars, connector between 4- purlins, 41- joint faces, 42- supporting surfaces, 43- supporting plates, 5- are pre- If road ditch, 51- crab-bolts, 511- crab-bolts head, the 512-L type crab-bolt bodies of rod, 513- is raised, 514- fins, 515- taper fixtures, 52- reinforcing bars, 53- cement layers, 54- channel-section steels, 6- convex prefabricated panels, 7- prefabricated panels, 8- doorframe support bodies, 93-L types reinforce knot Structure, the stiffening pieces of 931- first, the stiffening pieces of 932- second, 933- triangle reinforcements, 934- connecting holes.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.
As shown in Fig. 1~Figure 11, the utility model proposes a kind of prefabricated villa, including:
Foundation structure, several prefabricated panels 7 are provided with foundation structure, portion's structure is provided between prefabricated panel 7, The top of prefabricated panel 7 is connected with house beam 1, and some purlins 3 are vertically installed with house beam 1, and foundation structure includes default road ditch 5, be provided with crab-bolt 51 and reinforcing bar 52 in default road ditch 5, reinforcing bar 52 is staggered in latticed, crab-bolt 51 include from top to bottom according to The screwed crab-bolt head 511 of secondary setting and the L-type crab-bolt body of rod 512, crab-bolt head 511 are stretched out outside default road ditch 5, preset Cement layer 53 has been poured in road ditch 5, channel-section steel 54 is provided with cement layer 53, the slot opening of channel-section steel 54 upward, and passes through bolt It is connected with crab-bolt head 511, prefabricated panel 7 is provided with the groove of channel-section steel 54, prefabricated panel 7 passes through tap bolt and channel-section steel 54 Two sides be all connected with, door portion structure includes two symmetrically arranged doorframe support bodies 8, doorframe support body 8 and prefabricated panel 7 Connection, the top of doorframe support body 8 are provided with convex prefabricated panel 6, and the boss of convex prefabricated panel 6 is inserted into two doorframe branch Between support body 8, doorframe support body 8 is arranged in the groove of channel-section steel 54, and the side on doorframe support body 8 positioned at channel-section steel 54 is provided with L-type ruggedized construction 93, house beam 1 are connected by trihedral connector 2 with purlin 3, and trihedral connector 2 includes being arranged in a mutually vertical manner The first joint face 21, the second joint face 22 and the 3rd joint face 23, the first joint face 21 is connected with the top of house beam 1, Two joint faces 22 are all connected with the side of house beam 1 and the side of purlin 3, and the 3rd joint face 23 is connected with purlin 3, and purlin 3 wraps Two C-type steels 31 connected back-to-back are included, the 3rd joint face 23 is stretched in the groove of C-type steel 31, is connected with C-type steel 31.
In the utility model, wallboard processed is C-type steel and the compound material of warming plate, has light weight, withstands forces greatly excellent Point, research show that the vertical stress that board dimension is 120CM*240CM*15CM is 6500 kilograms, and horizontal force is 1500 kilograms, Therefore stress load is met while easy for installation, when building house by the way of wallboard splicing, completely detachable, Suo Youcai The recyclable recycling of material, terminating whole no any building materials rubbish from just building to service life, resource is repeatable to be utilized, Without clay brick and cement consumption it is less, reduce airborne dust and save resource, assembled of the construction area in 200 ㎡ or so The cement consumption of house villa is about the 5% of traditional type house, in addition, the earthquake-resistance of housing of wallboard assembling resists up to more than 8 degree Wind is up to 240km/h10 level above strong wind;Fire prevention burning was up to 3 hours, and sound insulation reaches 65 decibels, and thermal resistivity R=34 is to pass 9 times of system reinforced concrete wall, thermal conductivity factor are only the material that 0.022 remote ultra-traditional building standard is 0.03.
In the utility model, default road ditch 5 is previously provided with crab-bolt 51 and reinforcing bar 52, the L-type crab-bolt body of rod 512, stretches into pre- If the bottom of road ditch 5, have the function that tentatively fixed, facilitate the laying of further reinforcing bar 52, reinforcing bar 52 is staggeredly laid in latticed In default road ditch 5, cement layer 53 is poured to default road ditch 5, the crab-bolt head 511 of crab-bolt 51 is stretched out outside cement layer 53, Channel-section steel 54 is provided with cement layer 53, the slot opening of channel-section steel 54 upward, and is connected by bolt with crab-bolt head 511, is carried out The prefabricated panel of splicing installation, which is inserted into the groove of channel-section steel 54, to be attached and installs, and mounting means is more convenient, L-type crab-bolt The setting of the body of rod 512, make the overall foundation structure that obtains more firm, prefabricated panel 7, prefabricated panel are provided with the groove of channel-section steel 54 It is all connected with by two sides of tap bolt and channel-section steel 54, connected mode is simple, and installation process is more convenient, accelerates to apply Work progress.
In the utility model, door portion structure includes two doorframe support bodies 8 and convex prefabricated panel 6, convex prefabricated panel 6 Be arranged on the top of doorframe support body 8, and its boss is inserted between two doorframe support bodies 8, convex prefabricated panel 6 be also based on The heat-insulation wall plate of C-type steel, doorframe support body 8 include the two reinforcement C-type steels 81 connected back-to-back, two shapes of reinforcement C-type steel 81 Into cavity in be filled with warming plate 4, doorframe support body 8 and the junction of convex prefabricated panel 6 pass through connection sheet and self tapping spiral shell Tether and connect, form of construction work is simple, short construction period, and overall structure is safe and reliable.
In the utility model, some purlins 3 are parallel to each other, and are vertically set on house beam 1, and house beam 1 passes through trihedral Connector 2 is connected with purlin 3, and trihedral connector 2 includes three orthogonal joint faces, simple in construction, easy to connect, the One joint face 21 is overlapped on the top of house beam 1, and is connected thereto, and the second joint face 22 is connected with house beam 1 and purlin 3 respectively, the Three joint faces 23 are connected with purlin 3, and purlin 3 includes two C-type steels 31 connected back-to-back, and the 3rd joint face 23 stretches to c-type In the groove of steel 31, it is connected with C-type steel 31, connected mode is simple, and securely and reliably, stability is strong.
Further, several taper fixtures 515, taper are provided with below the horizontal direction body of rod of the L-type crab-bolt body of rod 512 Fixture 515 stretches into the bottom of default road ditch 5.
In the utility model, crab-bolt 51 is stretched into by taper fixture 515 in the bottom soil of default road ditch 5, fixation side Formula is more firm, prevents the position of crab-bolt 51 during the laying of reinforcing bar 52 from changing, or even drops, and makes mounting means more Add convenient and swift.
Further, it is raised that several are along the circumferential direction evenly arranged with the vertical direction body of rod of the L-type crab-bolt body of rod 512 513。
In the utility model, the setting of several projections 513, is strengthened on the vertical direction body of rod of the L-type crab-bolt body of rod 512 The fixed effect of crab-bolt 51, add the stability of ground.
Further, several are along the circumferential direction evenly arranged with obliquely on the vertical direction body of rod of the L-type crab-bolt body of rod 512 Fin 514
In the utility model, several fins 514 obliquely sets on the vertical direction body of rod of the L-type crab-bolt body of rod 512 Put, support and fixed effect are served between the reinforcing bar 52 being staggered, there is overall ground stronger safe and reliable Property.
Further, L-type ruggedized construction 93 includes the orthogonal stiffening piece 932 of first stiffening piece 931 and second, and first adds Gu being provided with several triangle reinforcements 933 between the stiffening piece 932 of piece 931 and second, the second stiffening piece 932 passes through connecting hole 934 are connected with cement layer 53, and the first stiffening piece 931 is all connected with channel-section steel 54 and doorframe support body 8.
In the utility model, the bottom of doorframe support body 8 is arranged in channel-section steel 54, and by L-type ruggedized construction 93 with Cement layer 53 connects, and L-type ruggedized construction 93 includes the orthogonal stiffening piece 932 of first stiffening piece 931 and second, and first reinforces Several triangle reinforcements 933 are provided between the stiffening piece 932 of piece 931 and second, therefore the setting of L-type ruggedized construction 93 rises Connection, support and firm effect have been arrived, has made overall doorframe structure more stable, and connected mode is simple, easily construction.
Further, connector 4 between several purlins is provided between every two purlins 3, connector 4 includes putting down between purlin Row and two joint faces 41 being oppositely arranged, the top and bottom of the end of two the same sides of joint face 41 respectively with purlin 3 connect Connect, two joint faces 41 are connected by perpendicular supporting surface 42, and supporting surface 42 is located at the side of purlin 3, and is hung down with purlin 3 Directly, supporting surface 42 is concordant with the side of joint face 41, supporting plate 43 is vertically installed with supporting surface 42, supporting plate 43 is positioned at connection The side in face 41, supporting plate 43 and joint face 41 are connected with C-type steel 31.
In the utility model, in the utility model, connector 4 is arranged between each two purlin 3 between purlin, enhances purlin The effect supported mutually between bar 3, strengthens the stability of purlin, and connector 4 includes being parallel to each other and relative two between purlin Joint face 41, top and bottom of two joint faces 41 respectively with purlin 3 in one end are connected, and connection is simple and convenient, two Supporting surface 42 is vertically installed between joint face 41, support and firm effect is played, adds security reliability, supporting surface 42 It is concordant with the side of joint face 41, and supporting plate 43 is vertically connected with thereon, supporting plate 43 is connected with C-type steel, supporting plate 43, Joint face 41 and the three of supporting surface 42 are mutually perpendicular to, and form the attachment structure of monolithic stability.
Further, the interior setting of C-type steel 31 is due to some support bars 311, the both ends difference C-type steel 31 of support bar 311 Inwall connection.
In the utility model, in the utility model, set in the groove of C-type steel 31 due to some support bars 311, by C Two sides in shaped steel groove are propped up, and while saving material, the purlin 3 formed to C-type steel 31 serves support and consolidated Effect.
In the utility model, two layers and more than two layers structures it is consistent with the first Rotating fields.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in Protection domain within.

Claims (7)

1. a kind of prefabricated villa, it is characterised in that including foundation structure, several prefabricated panels are provided with the foundation structure (7) portion's structure, is provided between the prefabricated panel (7), the top of the prefabricated panel (7) is connected with house beam (1), described Some purlins (3) are vertically installed with house beam (1),
The foundation structure includes default road ditch (5), and crab-bolt (51) and reinforcing bar (52), institute are provided with the default road ditch (5) State reinforcing bar (52) to be staggered in latticed, the crab-bolt (51) includes the screwed crab-bolt head set gradually from top to bottom Portion (511) and the L-type crab-bolt body of rod (512), the crab-bolt head (511) stretch out the default road ditch (5) outside, the default road ditch (5) cement layer (53) has been poured in, channel-section steel (54), the slot opening court of the channel-section steel (54) are provided with the cement layer (53) On, and be connected by bolt with the crab-bolt head (511), it is provided with the prefabricated panel in the groove of the channel-section steel (54) (7), the prefabricated panel (7) is all connected with by two sides of tap bolt and the channel-section steel (54),
Door portion structure includes two symmetrically arranged doorframe support bodies (8), the doorframe support body (8) and the dry wall Plate (7) is connected, and convex prefabricated panel (6) is provided with above the doorframe support body (8), the convex prefabricated panel (6) Boss is inserted between two doorframe support bodies (8), and the doorframe support body (8) is arranged on the groove of the channel-section steel (54) Interior, the side on the doorframe support body (8) positioned at the channel-section steel (54) is provided with L-type ruggedized construction (93),
The house beam (1) is connected by trihedral connector (2) with the purlin (3), and the trihedral connector (2) includes phase Mutual vertically disposed first joint face (21), the second joint face (22) and the 3rd joint face (23), first joint face (21) top with the house beam (1) is connected, side and the purlin of second joint face (22) with the house beam (1) (3) side is all connected with, and the 3rd joint face (23) is connected with the purlin (3), and the purlin (3) includes connection back-to-back Two C-type steels (31), the 3rd joint face (23) is stretched in the groove of the C-type steel (31), with the C-type steel (31) Connection.
A kind of 2. prefabricated villa according to claim 1, it is characterised in that the level side of the L-type crab-bolt body of rod (512) Several taper fixtures (515) are provided with below to the body of rod, the taper fixture (515) stretches into the default road ditch (5) Bottom.
A kind of 3. prefabricated villa according to claim 2, it is characterised in that the vertical side of the L-type crab-bolt body of rod (512) Along the circumferential direction it is evenly arranged with to the body of rod several raised (513).
A kind of 4. prefabricated villa according to claim 2, it is characterised in that the vertical side of the L-type crab-bolt body of rod (512) Several fins (514) obliquely are along the circumferential direction evenly arranged with to the body of rod.
5. a kind of prefabricated villa according to claim 1, it is characterised in that the L-type ruggedized construction (93) includes mutual Vertical the first stiffening piece (931) and the second stiffening piece (932), first stiffening piece (931) and second stiffening piece (932) several triangle reinforcements (933) are provided between, second stiffening piece (932) passes through connecting hole (934) and institute Cement layer (53) connection is stated, first stiffening piece (931) is all connected with the channel-section steel (54) and the doorframe support body (8).
6. a kind of prefabricated villa according to claim 1, it is characterised in that be respectively provided between every two purlins (3) There is a connector (4) between several purlins, connector (4) includes two joint faces that are parallel and being oppositely arranged between the purlin (41), top and bottom of the end of described two joint face (41) the same sides respectively with the purlin (3) are connected, described two Joint face (41) is connected by perpendicular supporting surface (42), and the supporting surface (42) is located at the side of the purlin (3), and Vertical with the purlin (3), the supporting surface (42) is concordant with the side of the joint face (41), is hung down on the supporting surface (42) Supporting plate (43) directly is provided with, the supporting plate (43) is located at the side of the joint face (41), the supporting plate (43) and institute Joint face (41) is stated to be connected with the C-type steel (31).
A kind of 7. prefabricated villa according to claim 6, it is characterised in that the C-type steel (31) if interior setting due to The inwall connection of the C-type steel (31) is distinguished at dry root support bar (311), the both ends of the support bar (311).
CN201720324216.2U 2017-03-30 2017-03-30 A kind of prefabricated villa Expired - Fee Related CN206769456U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035433A (en) * 2018-01-14 2018-05-15 万华集成房屋(烟台)有限公司 Prefabricated house is built and its method of construction
CN108301505A (en) * 2018-02-01 2018-07-20 华洲建设温州有限公司 A kind of assembled arthitecutral structure
CN109183830A (en) * 2018-07-22 2019-01-11 绿山高科建设科技有限公司 A kind of simple splice type prefabricated buildings structure and its building method
CN109184067A (en) * 2018-08-06 2019-01-11 河北创天新型材料科技有限公司 A kind of assembly technology of light steel bearing wall plate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035433A (en) * 2018-01-14 2018-05-15 万华集成房屋(烟台)有限公司 Prefabricated house is built and its method of construction
CN108301505A (en) * 2018-02-01 2018-07-20 华洲建设温州有限公司 A kind of assembled arthitecutral structure
CN109183830A (en) * 2018-07-22 2019-01-11 绿山高科建设科技有限公司 A kind of simple splice type prefabricated buildings structure and its building method
CN109184067A (en) * 2018-08-06 2019-01-11 河北创天新型材料科技有限公司 A kind of assembly technology of light steel bearing wall plate

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