CN106499105A - A kind of roof truss of modular house - Google Patents
A kind of roof truss of modular house Download PDFInfo
- Publication number
- CN106499105A CN106499105A CN201611051978.6A CN201611051978A CN106499105A CN 106499105 A CN106499105 A CN 106499105A CN 201611051978 A CN201611051978 A CN 201611051978A CN 106499105 A CN106499105 A CN 106499105A
- Authority
- CN
- China
- Prior art keywords
- ridgepole
- roof truss
- roof
- ridge
- truss
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/06—Constructions of roof intersections or hipped ends
Abstract
The invention belongs to house constructing technology field, is related to a kind of roof truss, particularly a kind of roof truss of modular house can be built into double-pitch type roof, and the roof for permanence or shanty builds occasion；Agent structure includes the first roof truss, the second roof truss and positive ridge, first roof truss, the second roof truss and positive ridge are the integral type platy structure of armored concrete cast, two the first roof trusses of dimensional structure identical are respectively perpendicular to the two ends of the second roof truss of plane triangle structure and in H font structures, positive ridge is located at directly over the first roof truss and the second roof truss, the top clamping of positive chi chung portion and the second roof truss, the top clamping respectively with the first roof truss of the two ends of positive ridge；Its simple structure, waterproof fireproofing, insulation build speed soon, remove and install flexibly, and changeing property is strong, comprehensive cost low, and intensity is high, and anti-seismic performance is strong, and long service life, with good economic benefit and application prospect.
Description
Technical field：
The invention belongs to house constructing technology field, is related to a kind of roof truss, and particularly a kind of roof truss of modular house, energy
Double-pitch type roof is enough built into, and the roof for permanence or shanty builds occasion.
Background technology：
Permanence house builds and typically adopts xoncrete structure, directly construction cast, its operational procedure in ground base
Complexity, cycle length, waste time and energy, not only pollute environment, and be difficult to move, tear down and build cost high；Wooden knot can also be adopted
Structure, is made by hand by workman, but quality is difficult to ensure card, and low intensity, and poor seismic behavior, cost of labor are high；Steel house
It is widely used, which builds speed soon, but fire resistance, corrosion resistance are poor and there is cold bridge, is unsuitable for permanent inhabitation.Combination
Formula house is quick for installation because of which, reusable, environment-friendly high-efficiency, is widely used in exhibition, tourism the advantages of cost performance is higher
Hotel of area, villa, disaster relief placement room, field work room and military field.In the prior art, Chinese patent
CN202577584U discloses a kind of die module concrete assembling mobile house, the bow beam, multiple columns including more than 2
With floor isolation structure, it is bow beam above floor isolation structure, is multiple columns below floor isolation structure, floor isolation junction
Structure has more than one one-piece structure, between bow beam and floor structure and constitutes Tenon between column and floor isolation structure and connects
Connecing, or mortise-tenon joint being connected and composed via feather joint or the fourth of the twelve Earthly Branches, which is easy to assembly quick, but overall structure is simple, belongs to wayside pavilion,
Warmth retention property is poor, is not suitable for living and joinery and its construction dismounting is wasted time and energy；Chinese patent CN202850209U discloses a kind of combination
House taper connection body, comprising assembled house body, described assembled house body is by assembled house component and taper connection
Body is constituted, and is connected by taper connection body between assembled house component, and described taper connection body is by tapered sleeve and vertebral body phase
Mutually coordinate and be correspondingly arranged on two assembled house components respectively, can be mutually inserted, bolt is substituted using taper connection body and is connected
The mode for connecing, as the structure of taper connection body is special, can unify to make production, and this assembled house is that one kind is with light steel
Skeleton, with battenboard as cladding, carries out spatial organization with standard module series, and which builds, and speed is fast, it is convenient to dismount, but makes
With short life, shock resistance is poor, and component is fragile.
The roof in conventional ASSEMBLE house is generally divided into flat roof and inclined roof, drainage grade (i.e. inclined-plane and horizontal plane
Angle) roof more than 10% is referred to as inclined roof or pitched roof, and inclined roof is applied relatively wide under construction, mainly has single-pitch type, double
Slope formula, four slope formulas and bowing etc., with double-pitch type and four slope formulas using more, rationally whether the slope of roof chosen, and affects roof
Waterproof effect, gradient size mainly determines according to the performance of selected roof waterpoof material and construction.If selecting waterproof
The material that performance is good, single-block area is big, seam is few such as coiled material, component self waterproofing, sheet metal etc., the gradient can with less, if
Roofing is laid from tile fragment, block is little, seam is more, and the gradient should be capitalized, in cold district for preventing a large amount of accumulated snow of roofing, the gradient preferably compared with
Suddenly；The roof of loft is frequently with abrupt slope roofing.
Content of the invention：
It is an object of the invention to overcoming the shortcomings of that prior art is present, seek to provide a kind of roof truss of modular house,
Three contour roof trusses and a positive ridge are assembled into the double-pitch type roof of modular house using the connection of laterally and longitudinally buckle-type,
The roof truss service life for solving modular house is short, and shock resistance is poor, the flimsy technical barrier of component.
To achieve these goals, the roof truss of modular house according to the present invention, its agent structure include the first roof truss,
Second roof truss and positive ridge, the first roof truss, the second roof truss and positive ridge be armored concrete cast integral type platy structure, first
Roof truss and the second roof truss are triangular structure and highly identical, and two dimensional structures are identical and the first roof truss point for being vertically arranged
Not perpendicular to the two ends of the second roof truss being vertically arranged and H type structures are constituted, positive ridge is located at the first roof truss and the second roof truss is just gone up
Side, the top clamping of the middle part of positive ridge and the second roof truss, the top clamping respectively with the first roof truss of the two ends of positive ridge；First roof truss
Support comprising the first hip, the second hip, crossbeam, column, opening, first through hole, the second through hole, the first support column and second
Post, the first hip of dimensional structure identical and the second hip constitute isosceles triangle, the isosceles three with horizontally disposed crossbeam
Angular top is provided with U-shaped opening, the opening direction of U-shaped opening for straight up, U-shaped opening be arranged right below perpendicular to
The isosceles triangle is divided into symmetrical two parts by the column of crossbeam, column, and the left and right sides of column bottom is right respectively
Title formula is provided with first through hole and the second through hole, first through hole and the second through hole are right-angled trapezium, and crossbeam is respectively arranged at two ends with
The first support column straight down and the second support column, first support column and the second support column are the rib of square-section
Post；Interior angle between first hip and crossbeam is ∠ α, and the interior angle between the second hip and crossbeam is ∠ β；Second roof truss and first
The difference of roof truss structure is that the second roof truss eliminates the first support column and the second support column；Positive ridge comprising the first ridgepole,
Second ridgepole, the 3rd ridgepole, the 4th ridgepole, the 5th ridgepole, the 6th ridgepole, the first fixing groove, the second fixing groove, cross coupling and master
Beam, the first ridgepole, the second ridgepole, the 3rd ridgepole, the 4th ridgepole, the 5th ridgepole, the 6th ridgepole, cross coupling and girder are rectangles
The prism in section, the first ridgepole, the second ridgepole and the 3rd ridgepole are vertically positioned at one end of horizontally disposed girder, the 4th ridge
Purlin, the 5th ridgepole and the 6th ridgepole are vertically positioned at the other end of horizontally disposed girder, the first ridgepole, the second ridgepole, the 3rd
Ridgepole, the 4th ridgepole, the 5th ridgepole and the 6th ridgepole are in same plane, and the first ridgepole, the second ridgepole and the 3rd ridgepole are erected
In line row, the second ridgepole are located between the first ridgepole and the 3rd ridgepole, and the first ridgepole and the second ridgepole constitute T-type structure, and the 3rd
The lower surface of the lower surface of ridgepole and the first ridgepole is in same plane, the following table of the first ridgepole, the second ridgepole and the 3rd ridgepole
Face constitutes the first fixing groove of inverted U-shaped structure, and the first ridgepole and the 4th ridgepole dimensional structure are identical, the second ridgepole and the 5th ridgepole
Dimensional structure is identical, and the 3rd ridgepole and the 6th ridgepole dimensional structure are identical, and the 4th ridgepole, the 5th ridgepole and the 6th ridgepole are vertical
Arrangement, the 5th ridgepole are located between the 4th ridgepole and the 6th ridgepole, and the 4th ridgepole and the 5th ridgepole constitute T-type structure, the 6th ridge
The lower surface of the lower surface of purlin and the 3rd ridgepole is in same plane, the lower surface of the 4th ridgepole, the 5th ridgepole and the 6th ridgepole
Second fixing groove of composition inverted U-shaped structure, the second fixing groove is identical with the first fixing groove dimensional structure and opening direction be perpendicular
Straight downward, fixing groove is plug-in cooperation, the width of the U-shaped opening of the first roof truss and the master with the U-shaped opening of the first roof truss
The thickness of beam is identical, is provided with the cross coupling perpendicular to girder in the middle part of the girder, and cross coupling is perpendicular to the first ridgepole, the second ridge
The plane that purlin, the 3rd ridgepole, the 4th ridgepole, the 5th ridgepole and the 6th ridgepole are constituted, the width of cross coupling are U-shaped with the second roof truss
The width of opening is identical, the depth of the second roof truss U-shaped opening with intersect that depth of beam is identical, cross coupling is U-shaped with the second roof truss
Be open, the ∠ α, ∠ β numerical value identical and be acute angle.
The first described roof truss and the second roof truss are entity structure, compared with having through-hole structure, entity structure warming
Difference and from great.
The first through hole and the second through hole are triangular structure, or are polygonized structure, wherein, using triangle
The roof truss structure of shape through hole is most stable.
The preparation process of the roof truss of modular house according to the present invention is：
(1) prepared by mould：First according to designed building structure and shape, the structure and shape of part, then root is designed
Corresponding concrete casting mold is prepared using the processing of common process method according to designed modular construction and shape；
(2) part cast：According to the casting mold of designed part, according to conventional armored concrete blank pourer
Skill pours into house part, and part middle includes reinforcing bar.
The anabolic process of the roof truss of modular house according to the present invention is：First roof truss is vertically put well, by the second roof truss
The surface at the first roof truss two ends is vertically lifted to, and is vertically put down after the first roof truss and the second roof truss being made in I font structures, will just
Ridge is vertically lifted to the surface of the second roof truss, is then vertically lowered, and makes the fixing groove of positive ridge opening respectively with the first roof truss
Mutually clamping, and the mutual clamping of the opening of cross coupling and the second roof truss of positive ridge, realize the roof truss combination installation on double-pitch type roof.
The using method of the roof truss of modular house according to the present invention is：The roof truss of modular house and other house structures
Splicing structure is built using lock catch type in part junction, and common combination formula is assembled into the monomer layer of hollow type building structure, by
1-7 monomer layer is hinged stationary arrangement composition building formula premise equipment up and down, and the modular house component of whole buckle structure is adopted
It is prepared from by die casting technique with reinforced concrete structure.
The present invention compared with prior art, is connected with miscellaneous part using the roof truss of the modular house of fastening type structure,
The environmental protection and economy sexual activity house of novel concept can be built, conveniently and efficiently assembly and disassembly is carried out, is realized temporary building
Universal standardization, make one off houses enter a seriation exploitation, integrated production, supporting supply, being capable of stock and many
The secondary approved product field being used in turn, arbitrarily can dismount, and be readily transported, conveniently moving, and modular house is suitably seated in
The regions such as hillside, hills, grassland, desert, riverside or Plain, its simple structure, waterproof fireproofing, insulation build speed soon,
Remove and install flexibly, changeing property is strong, comprehensive cost low, intensity is high, anti-seismic performance is strong, and long service life, with good economy
Benefit and application prospect.
Description of the drawings：
Fig. 1 is the agent structure principle schematic of the roof truss of modular house according to the present invention.
Fig. 2 is the agent structure front view the present invention relates to the first roof truss.
Fig. 3 is the agent structure front view the present invention relates to the second roof truss.
Fig. 4 is the present invention relates to the agent structure principle schematic of positive ridge.
Fig. 5 is the present invention relates to the agent structure side view of positive ridge.
Specific embodiment：
Below by embodiment and combine accompanying drawing the invention will be further described.
Embodiment 1：
The agent structure of the roof truss of the modular house that the present embodiment is related to includes the first roof truss A, the second roof truss B and positive ridge
C, the first roof truss A, the second roof truss B and positive ridge C are the integral type platy structure of armored concrete cast, the first roof truss A and the
Two roof truss B are triangular structure and highly identical, and two dimensional structures are identical and the first roof truss A that be vertically arranged hangs down respectively
Straight in the two ends of the second roof truss B and constitute H type structures, positive ridge C is located at directly over the first roof truss A and the second roof truss B, positive ridge C's
Middle part and the top clamping of the second roof truss B, the top clamping respectively with the first roof truss A of the two ends of positive ridge C；First roof truss A includes
First hip 1, the second hip 2, crossbeam 3, column 4, opening 5, first through hole 6, the second through hole 7, the first support column 8 and second
Dagger 9, dimensional structure identical the first hip 1, the second hip 2 and horizontally disposed crossbeam 3 composition isosceles triangle, described etc.
U-shaped opening 5 is provided with the roof intersection of lumbar triangle shape, and the opening direction of U-shaped opening 5 is straight up, in U-shaped opening 5 just
Lower section is provided with the column 4 perpendicular to crossbeam 3, and the isosceles triangle is divided into symmetrical two parts by column 4, column 4
The left and right sides of bottom is respectively symmetrically and is provided with first through hole 6 and the second through hole 7, and first through hole 6 and the second through hole 7 are right angle ladder
Shape, first support column 8 being respectively arranged at two ends with straight down of crossbeam 3 and the second support column 9, first support column 8 and
Two support columns 9 are the prism of square-section, and the interior angle between the first hip 1 and crossbeam 3 is ∠ α, the second hip 2 and crossbeam 3
Between interior angle be ∠ β；First roof truss A and the second roof truss B are contour, and the difference of the second roof truss B and the first roof truss A structures exists
The first support column 8 and the second support column 9 are eliminated in the second roof truss；Positive ridge C includes the first ridgepole 10, the second ridgepole the 11, the 3rd
Ridgepole 12, the 4th ridgepole 13, the 5th ridgepole 14, the 6th ridgepole 15, the first fixing groove 16, the second fixing groove 17,18 and of cross coupling
Girder 19, the first ridgepole 10, the second ridgepole 11, the 3rd ridgepole 12, the 4th ridgepole 13, the 5th ridgepole 14, the 6th ridgepole 15, intersection
Beam 18 and girder 19 are the prisms of square-section, and the first ridgepole 10, the second ridgepole 11, the 3rd ridgepole 12 are vertically positioned at level and set
The one end for the girder 19 that puts, the 4th ridgepole 13, the 5th ridgepole 14, the 6th ridgepole 15 are vertically positioned at the another of horizontally disposed girder 19
One end, the first ridgepole 10, the second ridgepole 11, the 3rd ridgepole 12, the 4th ridgepole 13, the 5th ridgepole 14, the 6th ridgepole 15 are in same
One plane, the first ridgepole 10 are identical with 13 dimensional structure of the 4th ridgepole, and the second ridgepole 11 is identical with 14 dimensional structure of the 5th ridgepole,
3rd ridgepole 12 is identical with 15 dimensional structure of the 6th ridgepole, and the first ridgepole 10, the second ridgepole 11 and the 3rd ridgepole 12 are vertically arranged
Row, the second ridgepole 11 are located between the first ridgepole 10 and the 3rd ridgepole 12, and the first ridgepole 10 and the second ridgepole 11 constitute T junction
The lower surface of structure, the lower surface of the 3rd ridgepole 12 and the first ridgepole 10 is in same plane, the first ridgepole 10,11 and of the second ridgepole
The lower surface of the 3rd ridgepole 12 constitutes the first fixing groove 16 of inverted U-shaped structure, the 4th ridgepole 13, the 5th ridgepole 14 and the 6th ridgepole
15 are vertically arranged, and the 5th ridgepole 14 is located between the 4th ridgepole 13 and the 6th ridgepole 15, the 4th ridgepole 13 and the 5th ridgepole 14
Constitute T-type structure, the lower surface of the lower surface and the 3rd ridgepole 12 of the 6th ridgepole 15 in same plane, the 4th ridgepole 13, the
The lower surface of five ridgepoles 14 and the 6th ridgepole 15 constitutes the second fixing groove 17 of inverted U-shaped structure, and the second fixing groove 17 and first is solid
Determine that 16 dimensional structure of groove is identical and opening direction is straight down, the first fixing groove 16 and the second fixing groove 17 and the first roof truss
The U-shaped opening 5 of A is plug-in cooperation, and the U-shaped opening 5 of the first roof truss A is identical with the thickness of the girder 19, the girder
19 middle part is provided with the cross coupling 18 perpendicular to girder 19, cross coupling 18 both perpendicular to the first ridgepole 10, the second ridgepole 11,
The plane that three ridgepoles 12, the 4th ridgepole 13, the 5th ridgepole 14 and the 6th ridgepole 15 are constituted, the width of cross coupling 18 and the second roof truss
The U-shaped opening width of B is identical, and the U-shaped opening depth of the second roof truss B is highly identical with cross coupling 18, cross coupling 18 and second
The U-shaped opening of roof truss B is that plug-in coordinates, the ∠ α, ∠ β numerical value identical and be acute angle.
Embodiment 2：
The present embodiment is with the difference of embodiment 1：The first roof truss A and the second roof truss B is entity structure.
Embodiment 3：
The present embodiment is with the difference of embodiment 1：The first through hole 6 and the second through hole 7 are triangle
Structure, or it is polygonized structure.
Claims (3)
1. a kind of roof truss of modular house, it is characterised in that：Agent structure includes the first roof truss, the second roof truss and positive ridge, the
One roof truss, the second roof truss and positive ridge are the integral type platy structure of armored concrete cast, and the first roof truss and the second roof truss are equal
For triangular structure and highly identical, two dimensional structures are identical and the first roof truss that be vertically arranged is respectively perpendicular to be vertically arranged
The second roof truss two ends and constitute H type structures, positive ridge is located at directly over the first roof truss and the second roof truss, the middle part of positive ridge and the
The top clamping of two roof trusses, the top clamping respectively with the first roof truss of the two ends of positive ridge；First roof truss comprising the first hip, second
Hip, crossbeam, column, opening, first through hole, the second through hole, the first support column and the second support column, dimensional structure identical
One hip and the second hip constitute isosceles triangle with horizontally disposed crossbeam, are provided with U-shaped opening at the top of the isosceles triangle
Mouthful, for straight up, in the column being arranged right below perpendicular to crossbeam of U-shaped opening, column is by institute for the opening direction of U-shaped opening
State isosceles triangle and be divided into symmetrical two parts, the left and right sides of column bottom is respectively symmetrically formula and is provided with first through hole and
Two through holes, first through hole and the second through hole are right-angled trapezium, first support column being respectively arranged at two ends with straight down of crossbeam
With the second support column, first support column and the second support column are the prism of square-section；Between first hip and crossbeam
Interior angle be ∠ α, the interior angle between the second hip and crossbeam be ∠ β；The difference of the second roof truss and the first roof truss structure exists
The first support column and the second support column are eliminated in the second roof truss；Positive ridge comprising the first ridgepole, the second ridgepole, the 3rd ridgepole, the
Four ridgepoles, the 5th ridgepole, the 6th ridgepole, the first fixing groove, the second fixing groove, cross coupling and girder, the first ridgepole, the second ridge
Purlin, the 3rd ridgepole, the 4th ridgepole, the 5th ridgepole, the 6th ridgepole, cross coupling and girder are the prisms of square-section, the first ridge
Purlin, the second ridgepole and the 3rd ridgepole are vertically positioned at one end of horizontally disposed girder, the 4th ridgepole, the 5th ridgepole and the 6th ridge
Purlin is vertically positioned at the other end of horizontally disposed girder, the first ridgepole, the second ridgepole, the 3rd ridgepole, the 4th ridgepole, the 5th ridge
Purlin and the 6th ridgepole are in same plane, and the first ridgepole, the second ridgepole and the 3rd ridgepole are vertically arranged, and the second ridgepole is located at the
Between one ridgepole and the 3rd ridgepole, the first ridgepole and the second ridgepole constitute T-type structure, the lower surface and the first ridgepole of the 3rd ridgepole
Lower surface be in same plane, the first of the lower surface composition inverted U-shaped structure of the first ridgepole, the second ridgepole and the 3rd ridgepole is solid
Determine groove, the first ridgepole and the 4th ridgepole dimensional structure are identical, the second ridgepole and the 5th ridgepole dimensional structure are identical, the 3rd ridgepole and
6th ridgepole dimensional structure is identical, and the 4th ridgepole, the 5th ridgepole and the 6th ridgepole are vertically arranged, and the 5th ridgepole is located at the 4th ridge
Between purlin and the 6th ridgepole, the 4th ridgepole and the 5th ridgepole constitute T-type structure, under the lower surface and the 3rd ridgepole of the 6th ridgepole
Surface is in same plane, the second fixation of the lower surface composition inverted U-shaped structure of the 4th ridgepole, the 5th ridgepole and the 6th ridgepole
Groove, the second fixing groove is identical with the first fixing groove dimensional structure and opening direction is straight down, the first fixing groove and second
The U-shaped opening of fixing groove and the first roof truss is plug-in cooperation, the thickness of the width of the U-shaped opening of the first roof truss and the girder
Degree is identical, is provided with the cross coupling perpendicular to girder in the middle part of the girder, cross coupling perpendicular to the first ridgepole, the second ridgepole, the
The U-shaped opening of the plane that three ridgepoles, the 4th ridgepole, the 5th ridgepole and the 6th ridgepole are constituted, the width of cross coupling and the second roof truss
Width identical, the depth of the second roof truss U-shaped opening with intersect that depth of beam is identical, the U-shaped opening of cross coupling and the second roof truss
Coordinate for plug-in, the ∠ α, ∠ β numerical value identical and be acute angle.
2. the roof truss of modular house as claimed in claim 1, it is characterised in that：First roof truss and the second roof truss are
Entity structure.
3. the roof truss of modular house as claimed in claim 1, it is characterised in that：The first through hole 6 and the second through hole 7 or
Triangular structure is, or is polygonized structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611051978.6A CN106499105B (en) | 2016-11-24 | 2016-11-24 | A kind of roof truss of modular house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611051978.6A CN106499105B (en) | 2016-11-24 | 2016-11-24 | A kind of roof truss of modular house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106499105A true CN106499105A (en) | 2017-03-15 |
| CN106499105B CN106499105B (en) | 2019-04-30 |
Family
ID=58328827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611051978.6A Active CN106499105B (en) | 2016-11-24 | 2016-11-24 | A kind of roof truss of modular house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106499105B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1893815A (en) * | 2003-12-18 | 2007-01-10 | 大出武久 | Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse |
| CN203412160U (en) * | 2013-06-26 | 2014-01-29 | 杨凤杰 | Multifunctional novel structural composite roof |
| CN204179996U (en) * | 2014-09-24 | 2015-02-25 | 浙江贝立德能源科技有限公司 | A kind of photovoltaic parallel in system structure forming roof structure |
| CN204435551U (en) * | 2014-12-29 | 2015-07-01 | 浙江金英游乐设备有限公司 | A kind of moveable combined type house |
| CN204782107U (en) * | 2014-03-18 | 2015-11-18 | 陈申 | Recreation room |
-
2016
- 2016-11-24 CN CN201611051978.6A patent/CN106499105B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1893815A (en) * | 2003-12-18 | 2007-01-10 | 大出武久 | Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse |
| ATE544339T1 (en) * | 2003-12-18 | 2012-02-15 | Takehisa Ode | STRUCTURE USED AS A GREENHOUSE ROOF ARRANGEMENT, GREENHOUSE ROOF ARRANGEMENT, GREENHOUSE AND FRAME CONSTRUCTION METHOD FOR GREENHOUSE |
| CN203412160U (en) * | 2013-06-26 | 2014-01-29 | 杨凤杰 | Multifunctional novel structural composite roof |
| CN204782107U (en) * | 2014-03-18 | 2015-11-18 | 陈申 | Recreation room |
| CN204179996U (en) * | 2014-09-24 | 2015-02-25 | 浙江贝立德能源科技有限公司 | A kind of photovoltaic parallel in system structure forming roof structure |
| CN204435551U (en) * | 2014-12-29 | 2015-07-01 | 浙江金英游乐设备有限公司 | A kind of moveable combined type house |
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| Publication number | Publication date |
|---|---|
| CN106499105B (en) | 2019-04-30 |
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