CN207245017U - A kind of dark keel thatch roofing structure - Google Patents
A kind of dark keel thatch roofing structure Download PDFInfo
- Publication number
- CN207245017U CN207245017U CN201721033100.XU CN201721033100U CN207245017U CN 207245017 U CN207245017 U CN 207245017U CN 201721033100 U CN201721033100 U CN 201721033100U CN 207245017 U CN207245017 U CN 207245017U
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- cogongrass
- weaving curtain
- keel
- horizontal
- layer
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Abstract
A kind of dark keel thatch roofing structure, includes horizontal annular keel, horizontal circumferential support, liner cogongrass layer and the cogongrass weaving curtain layer in outside；Horizontal annular keel have one group, and diagonally purlin long axis direction parallel interval hoop is in the outside of roof truss structure；Horizontal circumferential direction is supported by one group, the long axis direction parallel interval hoop of diagonally purlin is in the outside of roof truss structure；Liner cogongrass layer is organized in horizontal circumferential support and horizontal annular keel；Horizontal circumferential direction supporting bracket is connected on liner cogongrass layer bottom surface, and horizontal annular keel are crimped on liner cogongrass layer top surface；Cogongrass weaving curtain layer is laid with and formed successively from below to up by the incline direction of one group of cogongrass weaving curtain along roof truss structure；In adjacent two layers cogongrass weaving curtain, the lower end of upper strata cogongrass weaving curtain is crimped on the upper end of lower floor's cogongrass weaving curtain.The utility model solves that traditional thatch roofing is more coarse, density is poor, bearing capacity is poor and is difficult to reach beautiful and applicable elements technical problems.
Description
Technical field
A kind of roof structure is the utility model is related to, particularly a kind of dark keel thatch roofing structure.
Background technology
Then traditional thatch roofing, generally use rattan or batten are laid with one layer of thatch as secondary joist on secondary joist
Grass；Roofing that this prior art is constructed out is more coarse, density is poor, and only with the rattan or wood as secondary joist
Bar bears roof load there are larger danger, while is difficult to reach beautiful and applicable condition.
Utility model content
The purpose of this utility model is to provide a kind of dark keel thatch roofing structure, to solve traditional thatch roofing more
It is coarse, density is poor, bearing capacity is poor and it is beautiful to be difficult to reach and applicable elements technical problems.
To achieve the above object, the utility model adopts the following technical solution.
A kind of dark keel thatch roofing structure, is laid on the inclined lateral surface of roof truss structure；The roof truss structure includes
Have one group of inclined roof girder radially arranged, one group of oblique purlin radially arranged and be connected to one group it is oblique
One group of horizontal purlin between purlin lower end；Wherein, oblique purlin is corresponded to and is connected on the lateral surface of roof girder；The banda
Face structure includes horizontal annular keel, horizontal circumferential support, liner cogongrass layer and the cogongrass weaving curtain layer in outside；The level
Annular keel have one group, are made by naturally working out material；Parallel of the long axis direction of the horizontal annular keel diagonally purlin
Spacer ring hoop is in the outside of roof truss structure, and each horizontal annular keel is connected by fastener with oblique purlin；The water
Flat ring is made to being supported by one group of toughness material；The horizontal circumferential long axis direction parallel interval for supporting diagonally purlin
Hoop is between the outside of roof truss structure, horizontal annular keel and horizontal annular keel；Cogongrass in the liner cogongrass layer is compiled
Make in horizontal circumferential support and horizontal annular keel, and fill up the gap between horizontal circumferential support and horizontal circumferential direction support
With the gap between horizontal annular keel；Wherein, horizontal circumferential supporting bracket is connected on liner cogongrass layer bottom surface, horizontal annular keel
It is crimped on liner cogongrass layer top surface；The cogongrass weaving curtain layer by one group of cogongrass weaving curtain along roof truss structure incline direction from
It is laid with and forms successively on down, and in adjacent two layers cogongrass weaving curtain, the lower end of upper strata cogongrass weaving curtain is crimped on lower floor cogongrass
The upper end of weaving curtain；Wherein, the lateral surface of every cogongrass weaving curtain along roof truss structure is circumferential is laid with, and cogongrass weaving curtain and water
It is fixedly connected between flat ring shape keel by connector.
Preferably, in the cogongrass weaving curtain layer, the lower end of orlop cogongrass weaving curtain exceeds under oblique purlin
End is held, the length exceeded is at least 100mm；Also, the lower end of secondary lower floor cogongrass weaving curtain weaves with orlop cogongrass
The lower end of curtain is concordant.
Preferably, the lower end of the oblique purlin, circumferentially be equipped with one circle bale pad；The bale pad pad is in horizontal purlin
Between orlop cogongrass weaving curtain.
Preferably, a diameter of 50mm~60mm of the bale pad.
Preferably, the cogongrass weaving curtain layer upper end of the lower end of cogongrass weaving curtain and lower floor's cogongrass weaving curtain at the middle and upper levels
The lap of splice is 1000mm~1300mm.
Preferably, by rattan, either bamboo cane or wicker are made the horizontal annular keel, wherein adjacent two horizontal loops
Spacing between shape keel is 150mm~250mm；The fastener is stainless steel fixed either sunk screw or tapping screw；
The horizontal annular keel are connected on purlin by fastener.
Preferably, the horizontal circumferential support（4）It is either galvanized wire for stainless steel wire or is galvanized wire.
Preferably, if the cogongrass weaving curtain is spliced successively by dry plate cogongrass weaving curtain unit, wherein every cogongrass
The width of weaving curtain unit is 1100mm~1300mm, and length is 1200mm~1500mm；If the cogongrass weaving curtain unit by
Dry bundle bale is connected in sequence；Wherein, cogongrass length is 1200mm~1500mm in bale, bale a diameter of 80~
100mm。
Preferably, the connector be stainless steel wire be either galvanized wire or be galvanized wire or be braiding straw rope；Institute
Cogongrass weaving curtain is stated to connect by connector and the binding of horizontal annular keel.
The utility model has the characteristics that and beneficial effect compared with prior art.
1st, straw screen or mat is directly laid on annular horizontal keel by the thatch roofing of existing public technology construction, construction quality compared with
To be coarse, indoor perception is poor, it is difficult to reaches beautiful and applicable condition；And stainless steel wire is set as level in the utility model
Circumferential direction support, and the gap between the circumferential support of level and the horizontal circumferential gap supported between horizontal annular keel
Fill up liner cogongrass layer；Wherein, horizontal circumferential supporting bracket is connected on liner cogongrass layer bottom surface, and horizontal annular keel are crimped on liner
On cogongrass layer top surface, so that horizontal annular keel are hidden in liner cogongrass layer outside, the structure that this method is constructed out is not only
Bearing capacity improves, and indoor perception effect is good.
2nd, the utility model is using horizontal annular keel are as roofing Force transmission parts made of naturally working out material, in water
Liner is uniformly worked out between flat ring shape keel and horizontal annular support and between horizontal annular support and horizontal annular support
Cogongrass layer, greatly improves the bearing capacity of roof structure；And the cogongrass weaving curtain layer in outside is according to standard specification, unified to compile
Type is made into, reaches and surrounds and watches neat, indoor beauty and economical and practical effect.
3rd, in the utility model liner cogongrass layer be laid with when above and below using overlap joint connection, liner cogongrass layer be laid with after shape
Integral roofing liner, plays a supporting role roofing cogongrass.
4th, compared with prior art, the cogongrass weaving curtain in outside can unify processing and fabricating in factory in the utility model,
Difficulty of construction greatly reduces, so as to improve construction efficiency.
5th, the utility model is simple in structure, construction is convenient, and construction cost is low, takes full advantage of local natural material, reaches
Appearance it is more beautiful, the roofing of high-grade wine shop, hotel, holiday village etc. can be used in.
6th, the construction method in the utility model, step are simple and convenient to operate, and significantly improve construction efficiency.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the side structure schematic diagram being laid on roof truss structure of the utility model.
Fig. 2 is the cross-sectional view of the A-A of Fig. 1.
Fig. 3 is the side structure schematic diagram of the cogongrass weaving curtain of the utility model.
Fig. 4 is the cross-sectional view of the B-B of Fig. 1.
Reference numeral：In the horizontal circumferential support of the oblique purlin of 1- roof girders, 2-, 3- horizontal annulars keel, 4-, 5-
Serve as a contrast cogongrass layer, 6- cogongrass weaving curtains layer, 7- fasteners, 8- connectors, 9- bales pad, 10- frame columns, the horizontal purlins of 11-
Bar.
Embodiment
As shown in Figs 1-4, this dark keel thatch roofing structure, is laid on the inclined lateral surface of roof truss structure；It is described
Roof truss structure include one group of inclined roof girder radially arranged, 1, one group of oblique purlin 2 radially arranged and
One group of horizontal purlin 11 being connected between one group of oblique 2 lower end of purlin；Wherein, oblique purlin 2 corresponds to and is connected to roof girder 1
On lateral surface；The thatch roofing structure includes horizontal annular keel 3, horizontal circumferential support 4, liner cogongrass layer 5 and outside
Cogongrass weaving curtain layer 6；The horizontal annular keel 3 have one group, are made by naturally working out material；The horizontal annular keel 3
Diagonally the long axis direction parallel interval hoop of purlin 2 is in the outside of roof truss structure, and each horizontal annular keel 3 passes through
Fastener 7 is connected with oblique purlin 2；The horizontal circumferential support 4 has one group, is made of toughness material；The horizontal circumferential branch
The long axis direction parallel interval hoop of 4 diagonally purlin 2 of support is in the outside of roof truss structure, horizontal annular keel 3 and horizontal annular
Between keel 3；Cogongrass in the liner cogongrass layer 5 is organized in horizontal circumferential support 4 and horizontal annular keel 3, and is filled up
The gap between gap and horizontal circumferential support 4 and horizontal annular keel 3 between horizontal circumferential support 4；Wherein, horizontal loops
It is connected on to 4 supports of support on 5 bottom surface of liner cogongrass layer, horizontal annular keel 3 are crimped on liner cogongrass 5 top surface of layer；The cogongrass
Weaving curtain layer 6 is laid with and formed successively from below to up by the incline direction of one group of cogongrass weaving curtain along roof truss structure, and upper strata cogongrass
The lower end of weaving curtain is crimped on the upper end of lower floor's cogongrass weaving curtain；Wherein, lateral surface of the every cogongrass weaving curtain along roof truss structure
Circumferential direction is laid with, and is fixedly connected between cogongrass weaving curtain and horizontal annular keel 3 by connector 8.
In the present embodiment, the frame column 10 has one group, and in circumferentially disposed, the roof truss structure is corresponded to installed in lower part
The top of frame column 10.
In the present embodiment, in the cogongrass weaving curtain layer 6, the lower end of orlop cogongrass weaving curtain exceeds oblique purlin
2 lower end, the length exceeded are at least 100mm, to block purlin in appearance；Also, secondary lower floor cogongrass weaving curtain
Lower end it is concordant with the lower end of orlop cogongrass weaving curtain.
In the present embodiment, at the top of the lower end of the oblique purlin 2, a circle bale pad 9 is circumferentially equipped with；The bale pad 9
Pad is between oblique purlin 2 and orlop cogongrass weaving curtain.
In the present embodiment, a diameter of 50mm of the bale pad 9, the lower end of undermost cogongrass weaving curtain is padded upwards
Rise, avoid undermost cogongrass weaving curtain from sliding downwards.
Certainly in other embodiments, the diameter of the bale pad 9 can also be chosen according to construction condition, generally
For 50mm~60mm.
In the present embodiment, the upper strata cogongrass weaving curtain of the 6 adjacent two layers cogongrass weaving curtain of cogongrass weaving curtain layer and lower floor
The cogongrass weaving curtain fissure of displacement overlaps, and the lap of splice is generally 1000mm~1300mm.
In the present embodiment, the horizontal annular keel 3 are rattan, wherein between adjacent two horizontal annular keel 3
Away from generally 150mm~250mm；The fastener 7 is stainless steel fixed either sunk screw or tapping screw；The horizontal loops
Shape keel 3 are connected on oblique purlin 2 by fastener 7.
Certainly in other embodiments, the horizontal annular keel 3 can also be that bamboo cane is made or wicker is made.
In the present embodiment, the horizontal circumferential support 4 is stainless steel wire.
Certainly in other embodiments, the horizontal circumferential support 4 can also be to be either galvanized wire or be galvanized wire.
In the present embodiment, if the cogongrass weaving curtain is spliced successively by dry plate cogongrass weaving curtain unit, wherein every
The width of cogongrass weaving curtain unit is 1100mm~1300mm, and length is generally 1200mm~1500mm；The cogongrass weaving curtain
Unit is connected in sequence by some bundle bales；Wherein, cogongrass length is 1200mm~1500mm in bale, the diameter one of bale
As be 80~100mm.
In the present embodiment, the connector 8 is stainless steel wire.
Certainly in other embodiments, the connector 8 can also be galvanized wire either galvanized wire or braiding straw rope；Institute
Cogongrass weaving curtain is stated to connect by connector 8 and the binding of horizontal annular keel 3.
The construction method of this dark keel thatch roofing structure, including step are as follows.
Step 1, weaves the cogongrass weaving curtain in cogongrass weaving curtain layer 6；Select the natural thatch that length is 1200~1500mm
Grass, first binds natural cogongrass into several a diameter of 80~100mm at flush section of downward 100mm in portion of grass roots with stainless steel wire
Bale, if then bale continuously to be bound into dry plate cogongrass weaving curtain unit, wherein cogongrass weaving curtain unit with stainless steel wire
Width be 1100mm~1300mm, length is 1200~1500mm；Again by cogongrass weaving curtain unit spliced into cogongrass weaving curtain.
Step 2, the making and installation of bale pad 9；Natural cogongrass is bundled into a diameter of 50mm~60mm with stainless steel wire,
Length is the bale pad of 1200~1500mm；Then bale pad 9 is bound along the circumferentially disposed of roof truss structure and with stainless steel wire
The top of horizontal purlin 11, wherein stainless steel wire spacing 400mm are fixedly connected on, away from termination 100mm, is used between bale pad 9
Docking, annular is on the outside of eaves.
Step 3, installs horizontal annular keel（3）；By one group of horizontal annular keel（3）From the bottom to top, diagonally purlin
（2）Long axis direction parallel interval hoop in the outside of roof truss structure, each horizontal annular keel（3）Pass through fastener
（7）With oblique purlin（2）Connection.
Step 4, cogongrass weaving curtain layer（6）Laying；By one group of cogongrass weaving curtain along roof truss structure incline direction, from
It is laid with successively on down, cogongrass weaving curtain and horizontal annular keel（3）Between pass through connector（8）It is fixedly connected；Meanwhile make phase
The lower end of upper strata cogongrass weaving curtain in adjacent two layers of cogongrass weaving curtain is crimped on the upper end of lower floor's cogongrass weaving curtain；Wherein, it is most lower
Release souls from purgatory beyond eaves lower end no less than 100mm, and the lower end of orlop cogongrass weaving curtain the cogongrass weaving curtain lower end of layer
It is concordant with the lower end of secondary lower floor cogongrass weaving curtain；When being laid with per a piece of cogongrass weaving curtain, the upper end of cogongrass weaving curtain surpasses
Go out corresponding horizontal annular keel（3）, length of excess member is 80mm~120mm.
Step 5, installs horizontal circumferential support（4）；By horizontal circumferential support（4）From the bottom to top, diagonally purlin（2）'s
Long axis direction parallel interval hoop is in the outside of roof truss structure, horizontal annular keel（3）With horizontal annular keel（3）Between, and
By horizontal circumferential support（4）With oblique purlin（2）It is fixedly connected.
Step 6, liner cogongrass layer（5）Laying；By liner cogongrass layer（5）In cogongrass be organized in horizontal circumferential support
（4）With horizontal annular keel（3）In, and make liner cogongrass layer（5）Fill up horizontal circumferential support（4）Between gap and water
Flat ring is to support（4）With horizontal annular keel（3）Between gap；Wherein, horizontal circumferential support（4）Support is connected on liner cogongrass layer
（5）On bottom surface, horizontal annular keel（3）It is crimped on liner cogongrass layer（5）On top surface；Until liner cogongrass layer（5）Thatch
Swath, which is set, to be finished, and construction terminates.
Step 3, installation horizontal annular keel 3；By one group of horizontal annular keel 3 from the bottom to top, the length of diagonally purlin 2
Direction of principal axis parallel interval hoop passes through fastener 7 and oblique purlin in the outside of roof truss structure, each horizontal annular keel 3
2 connections；Wherein the horizontal annular keel 3 of lower side are 200mm apart from the distance of oblique 2 lower end of purlin；It is diagonally adjacent
The spacing of two horizontal annular keel 3 is 200mm, and horizontal annular keel 3 to the ridge spacing of top side should be less than being equal to
200mm。
In the present embodiment, horizontal annular keel 3 use rattan, and rattan is fixed on oblique purlin 2 using stainless steel lag screws；When
When rattan end is less than a purlin spacing, rattan is blocked on oblique 2 side of purlin.
Step 4, the laying of cogongrass weaving curtain layer 6；By one group of cogongrass weaving curtain along the incline direction of roof truss structure, under
It is laid with successively on and, each layer of cogongrass weaving curtain is suitable for reading to be flushed, and passes through connector between cogongrass weaving curtain and horizontal annular keel 3
8 are fixedly connected；Meanwhile the lower end of the upper strata cogongrass weaving curtain in adjacent two layers cogongrass weaving curtain is set to be crimped on lower floor's cogongrass braiding
The upper end of curtain；Wherein, undermost cogongrass weaving curtain lower end releasing souls from purgatory no less than 100mm, and orlop thatch beyond eaves lower end
The lower end of cogongrass weaving curtain on the outside of straw plaited curtain is concordant with time lower end of lower floor's cogongrass weaving curtain；Diagonally purlin
The adjacent two layers cogongrass weaving curtain spacing in 2 directions is 200mm, be laid with per a piece of cogongrass weaving curtain when, cogongrass weaving curtain it is upper
End is 80mm~120mm beyond the length of corresponding horizontal annular keel 3, and cogongrass weaving curtain is bound in rattan using stainless steel wire
On；In ridge, the upper end of left and right sides cogongrass weaving curtain flushes, and riding over ridge both sides in 1/3rd doublings is received
Mouthful, undermost cogongrass weaving curtain of cutting is repaiied beyond the part of mouth 100mm under eaves, ensures that cogongrass weaving curtain lower end is horizontal.
Step 5, installs horizontal circumferential support 4；By it is horizontal circumferential support 4 from the bottom to top, the major axis side of diagonally purlin 2
To parallel interval hoop between the outside of roof truss structure, adjacent level annular keel 3, and by it is horizontal circumferential support 4 with it is oblique
Purlin 2 is fixedly connected, and the circumferential support 4 of the level employed in the present embodiment is stainless steel wire, stainless steel wire spacing 400mm, most
The distance of the stainless steel wire of lower floor to oblique 2 lower end of purlin is 100mm, stainless steel wire and cogongrass weaving curtain banding fixed.
Step 6, the laying of liner cogongrass layer 5；Cogongrass in liner cogongrass layer 5 is organized in horizontal circumferential support 4 and water
Flat ring shape keel 3, and liner cogongrass layer 5 is filled up the gap between horizontal circumferential support 4 and horizontal circumferential support 4 and water
Gap between flat ring shape keel 3；Wherein, 4 supports of horizontal circumferential support are connected on 5 bottom surface of liner cogongrass layer, horizontal annular keel 3
It is crimped on liner cogongrass 5 top surface of layer；Until the cogongrass of liner cogongrass layer 5 is laid with and finishes, construction terminates.
Above-described embodiment is not the exhaustion of embodiment, can also there is other embodiments, and above-described embodiment purpose exists
In explanation the utility model, and unrestricted the scope of protection of the utility model, it is all by the utility model simple change and Lai
Using all falling within the scope of protection of the utility model.
Claims (9)
1. a kind of dark keel thatch roofing structure, is laid on the inclined lateral surface of roof truss structure；The roof truss structure includes
One group of inclined roof girder radially arranged（1）, one group of oblique purlin radially arranged（2）And it is connected to one group
Oblique purlin（2）One group of horizontal purlin between lower end（11）；Wherein, oblique purlin（2）Correspondence is connected to roof girder（1）It is outer
On side；It is characterized in that：The thatch roofing structure includes horizontal annular keel（3）, horizontal circumferential support（4）, liner
Cogongrass layer（5）With the cogongrass weaving curtain layer in outside（6）；
The horizontal annular keel（3）There is one group, be made by naturally working out material；The horizontal annular keel（3）Diagonally purlin
Bar（2）Long axis direction parallel interval hoop in the outside of roof truss structure, and each horizontal annular keel（3）Pass through fastening
Part（7）With oblique purlin（2）Connection；
The horizontal circumferential support（4）There is one group, be made of toughness material；The horizontal circumferential support（4）Diagonally purlin（2）
Long axis direction parallel interval hoop in the outside of roof truss structure, horizontal annular keel（3）With horizontal annular keel（3）Between；
The liner cogongrass layer（5）In cogongrass be organized in horizontal circumferential support（4）With horizontal annular keel（3）In, and fill up
Horizontal circumferential support（4）Between gap and horizontal circumferential support（4）With horizontal annular keel（3）Between gap；Wherein,
Horizontal circumferential support（4）Support is connected on liner cogongrass layer（5）On bottom surface, horizontal annular keel（3）It is crimped on liner cogongrass layer（5）Top
On face；
The cogongrass weaving curtain layer（6）Be laid with successively from below to up by the incline direction of one group of cogongrass weaving curtain along roof truss structure and
Into, and in adjacent two layers cogongrass weaving curtain, the lower end of upper strata cogongrass weaving curtain is crimped on the upper end of lower floor's cogongrass weaving curtain；Its
In, the lateral surface of every cogongrass weaving curtain along roof truss structure is circumferential to be laid with, and cogongrass weaving curtain and horizontal annular keel（3）It
Between pass through connector（8）It is fixedly connected.
A kind of 2. dark keel thatch roofing structure according to claim 1, it is characterised in that：The cogongrass weaving curtain layer
（6）In, the lower end of orlop cogongrass weaving curtain exceeds oblique purlin（2）Lower end, the length exceeded is at least
100mm；Also, the lower end of secondary lower floor cogongrass weaving curtain is concordant with the lower end of orlop cogongrass weaving curtain.
A kind of 3. dark keel thatch roofing structure according to claim 2, it is characterised in that：The oblique purlin（2）'s
Lower end, be circumferentially equipped with a circle bale pad（9）；The bale pad（9）Pad is in horizontal purlin（11）With orlop cogongrass weaving curtain
Between.
A kind of 4. dark keel thatch roofing structure according to claim 3, it is characterised in that：The bale pad（9）It is straight
Footpath is 50mm~60mm.
A kind of 5. dark keel thatch roofing structure according to claim 4, it is characterised in that：The cogongrass weaving curtain layer
（6）The lower end of cogongrass weaving curtain and the lap of splice of the upper end of lower floor's cogongrass weaving curtain are 1000mm~1300mm at the middle and upper levels.
A kind of 6. dark keel thatch roofing structure according to claim 5, it is characterised in that：The horizontal annular keel
（3）By rattan, either bamboo cane or wicker are made, wherein adjacent two horizontal annular keel（3）Between spacing for 150mm~
250mm；The fastener（7）For stainless steel fixed either sunk screw or tapping screw；The horizontal annular keel（3）Pass through
Fastener（7）It is connected to purlin（2）On.
A kind of 7. dark keel thatch roofing structure according to claim 6, it is characterised in that：The horizontal circumferential support
（4）It is either galvanized wire for stainless steel wire or is galvanized wire.
A kind of 8. dark keel thatch roofing structure according to claim 7, it is characterised in that：If the cogongrass weaving curtain by
Dry plate cogongrass weaving curtain unit is spliced successively, wherein the width of every cogongrass weaving curtain unit is 1100mm~1300mm,
Length is 1200mm~1500mm；The cogongrass weaving curtain unit is connected in sequence by some bundle bales；Wherein, thatch in bale
Careless length is 1200mm~1500mm, a diameter of 80~100mm of bale.
A kind of 9. dark keel thatch roofing structure according to claim 8, it is characterised in that：The connector（8）For not
Rust steel wire be either galvanized wire or be galvanized wire or be braiding straw rope；The cogongrass weaving curtain passes through connector（8）With water
Flat ring shape keel（3）Binding connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721033100.XU CN207245017U (en) | 2017-08-17 | 2017-08-17 | A kind of dark keel thatch roofing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721033100.XU CN207245017U (en) | 2017-08-17 | 2017-08-17 | A kind of dark keel thatch roofing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207245017U true CN207245017U (en) | 2018-04-17 |
Family
ID=61881560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721033100.XU Expired - Fee Related CN207245017U (en) | 2017-08-17 | 2017-08-17 | A kind of dark keel thatch roofing structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN207245017U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112240081A (en) * | 2019-07-19 | 2021-01-19 | 苏州侪联景观工程有限公司 | Laying process of natural reed grass roof |
-
2017
- 2017-08-17 CN CN201721033100.XU patent/CN207245017U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112240081A (en) * | 2019-07-19 | 2021-01-19 | 苏州侪联景观工程有限公司 | Laying process of natural reed grass roof |
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Granted publication date: 20180417 |