CN206397006U - A kind of parapet of roofing flashing structure - Google Patents
A kind of parapet of roofing flashing structure Download PDFInfo
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- CN206397006U CN206397006U CN201621477631.3U CN201621477631U CN206397006U CN 206397006 U CN206397006 U CN 206397006U CN 201621477631 U CN201621477631 U CN 201621477631U CN 206397006 U CN206397006 U CN 206397006U
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Abstract
The utility model discloses a kind of parapet of roofing flashing structure, it is related to parapet waterproof construction technology field, including being horizontally set on cornicing on the inboard metope of parapet, the outer end lower edge that cornices is provided with the convex eaves of olecranon, parapet metope below cornicing is provided with press felt groove, screed-coat is applied on parapet facade and roofing heat-insulating layer below cornicing, paving waterproof layer above screed-coat, receive head and be located in press felt groove in waterproof layer upper end, screed-coat horizontal plane upper berth protective layer, cornice lower section setting contour extrusion plate, it is close to cornicing contour extrusion plate upper end, facade is close to screed-coat on parapet, it is close to protective layer lower end, the partitioning slot of filling airtight and watertight padding is located on the protective layer on the outside of contour extrusion plate, contour extrusion plate external pasting Anti-crack layer.Made when parapet is constructed cornice and the convex eaves of olecranon can prevent rainwater from, from seepage at the receipts head of waterproof layer, protecting parapet root flashing structure not trampled by collision, adding globality and the rigidity of decorative layer.
Description
Technical field
The utility model is related to parapet waterproof construction technology field, more particularly to a kind of parapet of roofing flashing structure.
Background technology
Parapet refers to one of parapet for being used to avoid falling in house top sides, and it mainly shields, and female
Youngster's wall flashing is exactly waterproofing work of the parapet perpendicular to roof position, primarily to avoiding going out along parapet infiltration and inside
A kind of measure now changed.Current residential housing roof parapet is generally reinforced concrete structure, and parapet waterproof, which receives head, mainly two
Kind of flashing structure, the first is to reserve to plaster covering after the completion of press felt groove, waterproof construction or nail metallic plate covers on parapet
Lid；Second is that head is directly received on parapet facade, is then covered and beautified with metal cover board.
Two kinds of traditional flashing structures have drawback, and the first is after cement mortar protective course construction is finished, with temperature
Change, the effect expanded with heat and contract with cold, easily cause coat of plaster receive head position and basal crack, influence it is attractive in appearance, produce infiltration
Phenomenon；Though second has cover plate protection, be not in problem in the short time, elapse over time, and be chronically exposed to room
In external environment, easily cause cover plate and get rusty, influence attractive in appearance, and the technological process needed during cover plate installation is more, the fabrication and installation cycle
It is long；At cover plate overlapping the slot and gap between metope with the easy aging cracking of flexible sealing material, the iron nail of fixed point
It is easily broken off after long-time corrosion, metal cover board comes off, causes waterproof layer to seep water.
Utility model content
Technical problem to be solved in the utility model is can be effective there is provided one kind for above-mentioned the deficiencies in the prior art
The parapet of roofing flashing structure for improve waterproof effect, increasing the service life.
In order to solve the above technical problems, technical solution adopted in the utility model is：
A kind of parapet of roofing flashing structure, including be horizontally set on the inboard metope of parapet and be one with parapet
Body is corniced, and the outer outstanding end lower edge corniced is provided with the convex eaves of olecranon, and the parapet metope for cornicing lower section is provided with
Press felt groove, the brushing screed-coat on cornice the parapet facade of lower section and the heat-insulation layer of parapet root roofing is described to look for
Laying waterproof layer above flat bed, the waterproof layer upper end is received head and is arranged in press felt groove；Screed-coat level above the roofing
Lay protective layer on face, described cornice and sets contour extrusion plate, the contour extrusion plate upper end at lower section in the convex eaves inboard of olecranon
With cornice be close to, it is inboard that facade is close to the waterproof layer on parapet, lower end is close to waterproof layer on protective layer, the protective layer
Provided with partitioning slot, the partitioning slot is arranged on the outside of contour extrusion plate and parallel to the length side of parapet and contour extrusion plate
To；The contour extrusion plate external pasting Anti-crack layer；Filling airtight and watertight padding in the partitioning slot.
Preferably, the press felt trench bottom is provided with the slope of oblique outer lower side, and the screed-coat is extended in press felt groove
On slope, the waterproof layer upper end in press felt groove is received head and blocked with flexible waterproof material.
Preferably, described to cornice as the reinforced concrete structure with parapet one, longitudinal reinforcement exists in the parapet
Four continuous right-angle bendings are inwardly carried out at press felt groove and reserve press felt groove, described cornice and is born interior horizontally disposed negative bending moment rib
Moment of flexure muscle is extended in parapet and fixed with its opposite side longitudinal reinforcement colligation, the negative bending moment rib two ends respectively in parapet and
Cornice 90 ° of end downward bending, and inwardly top bending angle is α again at the convex eaves of olecranon for the negative bending moment rib end.
Preferably, longitudinal reinforcement is identical with negative bending moment rib diameter in the parapet, and cornice top and its olecranon it is convex
Distributing reinforcement is set to be fixed with negative bending moment rib racking seizing at eaves, at the top of distributing reinforcement is respectively provided at the convex eaves of olecranon and cornices；It is described
Longitudinal reinforcement makes to form the gradient at the top of parapet in the inside inclined downward in top in parapet.
Preferably, the waterproof layer selects SBS modified bituminous pitch coiled materials, is fixed on using Hot-melt construction on screed-coat, SBS
Modified bituminous pitch coiled material overlapping the slot and its receipts head at press felt groove are adhesively fixed with hot melt.
Preferably, the facade of the contour extrusion plate towards parapet and the horizontal plane towards protective layer intersect, institute
The inboard arc transition and arc radius for stating contour extrusion plate are R, the contour extrusion plate be XPS extruded sheets and its density not
Less than 22kg/ m3。
Preferably, the Anti-crack layer includes polymer mortar layer and alkaline-resisting grid cloth, and polymer mortar layer includes first and gathered
Compound screed and second polymer screed, alkaline-resisting grid cloth are embedded in first polymer screed and second polymer screed
Between, the thickness of first polymer screed is more than the thickness and second polymer screed smearing of second polymer screed
On alkaline-resisting grid cloth.
Preferably, the protective layer is that pea gravel concreten cast is formed；The screed-coat selects 1:2.5 cement mortar is applied
Smear and form；It is described to cornice, on the outside of the convex eaves of olecranon and its at the top of the parapet of top and interior facade scribbles coat of plaster.
Preferably, neutral weather-proof structural silicone adhesive is selected in the airtight and watertight padding in the partitioning slot.
Preferably, from glue powder polyphenyl particle closure in the press felt groove, external application anticracking grout is wiped one's face, and the poly- ammonia of swabbing
Ester.
It is using the beneficial effect produced by above-mentioned technical proposal：Make and cornicing and olecranon is convex when parapet is constructed
Eaves can prevent rainwater from from seepage at the receipts head of waterproof layer the flashing structure of parapet root can be protected not trampled by collision again, increase
The rigidity of globality and decorative layer, extends service life, reduces and safeguards, reduces cost payout；Simultaneously on parapet
It is convenient that different parts are beautified by the use of cornicing as line of demarcation；Using the high intensity of contour extrusion plate material, can effectively it support
Imperial certain external force effect, while convenient processing prefabricated in factory.Using the utility model improve roofing impression quality and
Waterproof effect, with good Social benefit and economic benefit.
Brief description of the drawings
Fig. 1 is a kind of structural representation for parapet of roofing flashing structure that the utility model embodiment is provided；
Fig. 2 is the shape graph of longitudinal reinforcement in parapet in Fig. 1；
Fig. 3 is the shape graph of negative bending moment rib in Fig. 1；
Fig. 4 is the structure chart that longitudinal reinforcement coordinates with negative bending moment rib in parapet in Fig. 1；
Fig. 5 is the structural representation of Anti-crack layer in Fig. 1；
Fig. 6 is model sheetinstallat figure of the present utility model；
Fig. 7 is the partial enlarged drawing at A in Fig. 6；
In figure：1- parapets, 2- cornices, the convex eaves of 3- olecranons, 4- press felt grooves, 5- heat-insulation layers, 6- screed-coats, 7- protective layers,
8- contour extrusion plates, 9- partitioning slots, 10- waterproof layers, 11- Anti-crack layers, 12- coats of plaster, 13- longitudinal reinforcements, 14- negative bending moment ribs,
15- roofing top plates, 16- multi-layer sheet, 17- press felt slot templates, 18- cornices space, 19- observation panels, 20- parapets space, 21- walls
Body template, 22- steel pipes, 23- screw rods through walls, 24- dovetail cards, 25- side forms, 26- cornices bed die, 27- nuts；The alkaline-resisting grids of 101-
Cloth, 102- first polymer screeds, 103- second polymer screeds.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and specifically
Embodiment, is described in further detail to the utility model.It should be appreciated that specific embodiment described herein is only used to
The utility model is explained, is not used to limit the utility model.
A kind of parapet of roofing flashing structure that the utility model is provided, as shown in figure 1, including being horizontally set on parapet
On 1 inboard metope and with parapet 1 is integrated cornices 2, the 2 outer outstanding end lower edge of cornicing is provided with the convex eaves 3 of olecranon,
The metope of parapet 1 of 2 lower sections of cornicing is provided with press felt groove 4 in the facade of parapet 1 and parapet 1 corniced below 2
Brushing screed-coat 6 on the heat-insulation layer 5 of root roofing, the top of the screed-coat 6 laying waterproof layer 10, the upper end of waterproof layer 10 is received
Head is arranged in press felt groove 4；On the horizontal plane of screed-coat 6 above the roofing lay protective layer 7, it is described cornice 2 lower section and
The convex eaves of olecranon 3 is inboard to set contour extrusion plate 8, and the upper end of contour extrusion plate 8 and cornicing 2 is close to, inboard facade and parapet 1
On screed-coat 6 be close to, lower end is close to protective layer 7, the protective layer 7 be provided with partitioning slot 9, the partitioning slot 9 is arranged on different
On the outside of type extruded sheet 8 and parallel to parapet 1 and the length direction of contour extrusion plate 8；The external pasting of contour extrusion plate 8 is prevented
Parting 11；The convex outside of eaves 3 of the 2, olecranon that cornices and its top of parapet 1 of top and interior facade scribble coat of plaster 12；Institute
State filling airtight and watertight padding in partitioning slot 9.
In a preferred structure of the present utility model, the bottom of press felt groove 4 is provided with the slope of oblique outer lower side, described
Screed-coat 6 is extended on the slope in press felt groove 4, and the upper end of waterproof layer 10 in press felt groove 4 is received head and sealed with flexible waterproof material
Stifled, flexible waterproof material can select waterproof.The specific process of deployment of waterproof layer is as follows：Screed-coat is carried out after repairing treatment,
The brush adhesive bitument primer on screed-coat, then applies additional waterproof course, finally lays waterproof layer again.
Described cornice 2 is reinforced concrete structure with the one of parapet 1, as shown in Figure 2,3, 4, in the parapet 1
Longitudinal reinforcement 13 inwardly carries out four continuous right-angle bendings at press felt groove 4 and reserves the position of press felt groove 4, convenient to install press felt groove
Template 17, described cornice is horizontally disposed with negative bending moment rib 14 in 2 and negative bending moment rib 14 is extended in parapet 1 and indulged with its opposite side
Fixed to the colligation of reinforcing bar 13, the two ends of negative bending moment rib 14 are described negative respectively in parapet 1 and 90 ° of the 2 end downward bending that cornices
Inwardly top bending angle is α to the end of moment of flexure muscle 14 again at the convex eaves 3 of olecranon, and α can select 135 °.
As shown in Figure 6,7, when parapet model sheetinstallat is constructed, by longitudinal longitudinal reinforcement in negative bending moment rib 14 and parapet
13 colligations are fixed, and outside is using the 50*100mm lumps of wood as wall form 21, and wall form 21 is inboard to set multi-layer sheet 16, female
Youngster's wall both sides wall form 21 is fixed using steel pipe 22, screw rod through walls 23, dovetail card 24；Wall form 21 is reserved at the place of cornicing and chosen
Eaves space 18, the inboard height B1 in space 18 of cornicing is 50mm, and corniced bed die 26 with the 50*100mm lumps of wood for lower section, meets the width that cornices
Degree L1 is 100mm, and it is the triangle that 35mm, high L2 are 55mm to remove one to cut basion-prosthion line B2 in the top outer of bed die 26 of cornicing
Corner is as the convex eaves space of reserved olecranon, and the wide multi-layer sheet of side 130mm that cornices is fixed on lower section as side form 25 and corniced bed die
On 26.Side of being corniced during in view of concreting bears that side tension force is smaller, be not enough to produce swollen mould situation, and for convenience
Observe whether concreting closely knit and the work of receipts face of upper surface of cornicing, in the reserved observation panel 19 in top of cornicing, side of cornicing
Mould 25 is no longer individually reinforced, and is directly fixed on and is corniced on bottom lumps of wood bed die 26 with iron nail；Treat that wall body concreting is complete
Carry out rubbing the processing of the processes such as flat, press polish, covering with the hands into the rear concrete at observation panel.
In addition, press felt groove size is 50*60mm, bottom on one is fixed in the inboard of wall form 21 below space 18 of cornicing
Wide B3 is that 30mm, lower bottom width B4 are the trapezoidal press felt slot template 17 that 60mm, high L3 are 50mm；When concreting completes form removal
Afterwards, a triangular structure slope is formed in press felt groove root, facilitates later stage waterproof to receive the construction of head.First of screw rod 23 through walls
Apart from roofing top plate 15 apart from L5 for 200mm or so, distance and above per pass spiral shell through walls between second screw rod through walls 23
Distance is controlled in 400--500mm or so between bar 23.
Further, longitudinal reinforcement 13 is identical with the diameter of negative bending moment rib 14 in the parapet 1, and cornice 2 top and
Distributing reinforcement is set at the convex eaves 3 of its olecranon；Longitudinal reinforcement 13 pushes up parapet 1 in the inside inclined downward in top in the parapet 1
Portion forms the gradient.The distribution spacing of longitudinal reinforcement 13 and negative bending moment rib 14 is 250mm in parapet 1, and the portion of cornicing sets twice
The distributing reinforcements of φ 6 and the vertical interlaced colligation of negative bending moment rib 14, are located at the convex eaves inboard of olecranon, are located at top of cornicing, longitudinal direction together together
Reinforcing bar 13 is 15mm with the thickness of protection tier outside negative bending moment rib 14；In the parapet 1 longitudinal reinforcement 13 top to
Inner side inclined downward, makes to form the 5% structure gradient at the top of parapet, it is to avoid rainwater is flowed down along parapet alien invasion.
In a specific embodiment of the present utility model, the waterproof layer 10 selects SBS modified bituminous pitch coiled materials, using heat
Molten method construction is fixed on screed-coat, and the overlapping the slot of SBS modified bituminous pitch coiled materials and its receipts head at press felt groove 4 are glued with hot melt
Connect fixation.
As shown in figure 1, facade of the contour extrusion plate 8 towards parapet 1 and the horizontal plane phase towards protective layer 7
Hand over, the inboard arc transition and arc radius of the contour extrusion plate 8 are R.The cross dimensions of the contour extrusion plate 8 is：R=
170mm, H=300mm, L=200mm, T=30mm, the contour extrusion plate 8 is XPS extruded sheets and its density is not less than 22kg/ m3.And be solid construction because extruded sheet material has higher intensity in itself, can effectively resist certain external force effect and
It is unlikely to destruction, while there is good machinability, the shapes of substrates at the roofing flashing position that can fit well；Meanwhile, can
It is prefabricated in advance in factory, improve construction speed.
As shown in figure 5, the Anti-crack layer 11 includes polymer mortar layer and alkaline-resisting grid cloth 101, polymer mortar layer is
Two layers, respectively first polymer screed 102 and second polymer screed 103, alkaline-resisting grid cloth 101 are embedded in two layers of polymer
Between thing screed, the thickness of first polymer screed 102 is more than the thickness of second polymer screed 103, the first polymerization
The thickness of thing screed 102 is 2.0mm, and the thickness of second polymer screed 103 is 1.0mm, second polymer screed 103
It is applied to above alkaline-resisting grid cloth 101；The alkaline-resisting specification of grid cloth 101 is 5mm*5mm, and weight is 160g/ ㎡.
In order to improve water proofing property, the protective layer 7 is that pea gravel concreten cast is formed；The screed-coat 6 selects 1:2.5
Cement mortar is smeared and formed.
In a kind of specific embodiment of the utility model, neutral weather-proof silicone is selected in the airtight and watertight padding in the partitioning slot 9
Structure glue, realizes the closure to partitioning slot 9.
In addition, the press felt groove 4 in from glue powder polyphenyl particle closure, by adhesive polystyrene granule heat-insulating performance it is good, apply
The advantage that work is simple, cohesive force is strong, receives head by waterproof layer 10 and is fixedly secured in the cavity of press felt groove 4, and is smeared from anticracking grout
Outer brush aqueous polyurethane behind face.
There is advantages below using the utility model：
1st, parapet structure sheaf construction when make cornice and the convex eaves of olecranon can prevent receipts of the rainwater from waterproof layer
Seepage can protect parapet root flashing structure layer not trampled by collision again at head, add globality and the rigidity of decorative layer,
Service life is extended, reduces and safeguards, reduce cost payout；
2nd, during decoration construction, cornice and carry out cornice top horizontal direction and parapet bottom facade of top parapet facade
Separate, the scope of manual control parapet top-crack and direction；Side elevation paints color and distinguishes the work that will can cornice in parapet
For boundary, different parts are beautified respectively；
3rd, contour extrusion plate material has higher intensity in itself, can effectively resist certain external force effect and be unlikely to brokenly
It is bad, formed while can be pre-machined in factory, save time cost；
4th, roofing impression quality and waterproof effect are improved, with good Social benefit and economic benefit.
Specific case used herein is set forth to principle of the present utility model and embodiment, above example
Explanation be only intended to help and understand method of the present utility model and its core concept.It should be pointed out that for the art
For those of ordinary skill, on the premise of the utility model principle is not departed from, some change can also be carried out to the utility model
Enter and modify, these are improved and modification is also fallen into the utility model scope of the claims.
Claims (10)
1. a kind of parapet of roofing flashing structure, it is characterised in that：Including being horizontally set on parapet（1）On inboard metope and
With parapet（1）What is be integrated cornices（2）, it is described to cornice（2）Outer outstanding end lower edge be provided with the convex eaves of olecranon（3）, it is described to choose
Eaves（2）The parapet of lower section（1）Metope is provided with press felt groove（4）, corniced described（2）The parapet of lower section（1）Facade and female
Youngster's wall（1）The heat-insulation layer of root roofing（5）Upper brushing screed-coat（6）, the screed-coat（6）Lay waterproof layer in top（10）, institute
State waterproof layer（10）Receive head and be arranged on press felt groove in upper end（4）It is interior；Screed-coat above roofing（6）Protective layer is laid on horizontal plane
（7）, it is described to cornice（2）Lower section and in the convex eaves of olecranon（3）Inboard sets contour extrusion plate（8）, the contour extrusion plate（8）On
Hold and cornice（2）Be close to, inboard facade and parapet（1）On waterproof layer（10）Be close to, lower end and protective layer（7）Upper waterproof layer
（10）It is close to, the protective layer（7）Provided with partitioning slot（9）, the partitioning slot（9）It is arranged on contour extrusion plate（8）Outside and flat
Row is in parapet（1）And contour extrusion plate（8）Length direction；The contour extrusion plate（8）External pasting Anti-crack layer（11）；It is described
Partitioning slot（9）Interior filling airtight and watertight padding.
2. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The press felt groove（4）Bottom
Slope provided with oblique outer lower side, the screed-coat（6）Extend to press felt groove（4）On interior slope；In press felt groove（4）Interior is anti-
Water layer（10）Receive head and blocked with flexible waterproof material in upper end.
3. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：It is described to cornice（2）For with female
Youngster's wall（1）The reinforced concrete structure of one, the parapet（1）Interior longitudinal reinforcement（13）In press felt groove（4）Place is inwardly carried out
Four times continuous right-angle bending reserves press felt groove（4）, it is described to cornice（2）Interior horizontally disposed negative bending moment rib（14）And negative bending moment rib
（14）Extend to parapet（1）Interior and its opposite side longitudinal reinforcement（13）Colligation is fixed, the negative bending moment rib（14）Distinguish at two ends
In parapet（1）And cornice（2）90 ° of end downward bending, the negative bending moment rib（14）End is in the convex eaves of olecranon（3）Place is inside again
Top bending angle α.
4. a kind of parapet of roofing flashing structure according to claim 3, it is characterised in that：The parapet（1）It is interior vertical
To reinforcing bar（13）With negative bending moment rib（14）Diameter is identical, and is cornicing（2）Top and its convex eaves of olecranon（3）Place set distributing reinforcement with
Negative bending moment rib（14）Racking seizing is fixed, and distributing reinforcement is respectively provided at the convex eaves of olecranon（3）Place and cornice（2）Top；The parapet
（1）Interior longitudinal reinforcement（13）In the inside inclined downward in top, make parapet（1）The gradient is formed on top.
5. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The waterproof layer（10）From
SBS modified bituminous pitch coiled materials, screed-coat is fixed on using Hot-melt construction（6）On, the overlapping the slot of SBS modified bituminous pitch coiled materials and its pressure
Felt groove（4）The receipts head at place is adhesively fixed with hot melt.
6. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The contour extrusion plate（8）
Towards parapet（1）Facade and towards protective layer（7）Horizontal plane intersect, the contour extrusion plate（8）Inboard circle
Arc transition and arc radius are R, the contour extrusion plate（8）For XPS extruded sheets and its density is not less than 22kg/ m3。
7. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The Anti-crack layer（11）Including
Polymer mortar layer and alkaline-resisting grid cloth（101）, polymer mortar layer include first polymer screed（102）With the second polymerization
Thing screed（103）, alkaline-resisting grid cloth（101）It is embedded in first polymer screed（102）With second polymer screed（103）
Between, the first polymer screed（102）Thickness be more than second polymer screed（103）Thickness and second poly-
Compound screed（103）It is applied to alkaline-resisting grid cloth（101）Above.
8. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The protective layer（7）To be thin
Stone concrete cast is formed；The screed-coat（6）From 1:2.5 cement mortar are smeared and formed；It is described to cornice（2）, the convex eaves of olecranon
（3）Outside and its parapet of top（1）Top and interior facade scribble coat of plaster（12）.
9. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The partitioning slot（9）Interior
Neutral weather-proof structural silicone adhesive is selected in airtight and watertight padding.
10. a kind of parapet of roofing flashing structure according to claim 1, it is characterised in that：The press felt groove（4）From
Glue powder polyphenyl particle is blocked, and external application anticracking grout is wiped one's face, and brush aqueous polyurethane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621477631.3U CN206397006U (en) | 2016-12-30 | 2016-12-30 | A kind of parapet of roofing flashing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621477631.3U CN206397006U (en) | 2016-12-30 | 2016-12-30 | A kind of parapet of roofing flashing structure |
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| Publication Number | Publication Date |
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| CN206397006U true CN206397006U (en) | 2017-08-11 |
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ID=59516347
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621477631.3U Active CN206397006U (en) | 2016-12-30 | 2016-12-30 | A kind of parapet of roofing flashing structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113158280A (en) * | 2020-01-23 | 2021-07-23 | 久瓴(江苏)数字智能科技有限公司 | Roof main body structure generation method and device, computer equipment and storage medium |
-
2016
- 2016-12-30 CN CN201621477631.3U patent/CN206397006U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113158280A (en) * | 2020-01-23 | 2021-07-23 | 久瓴(江苏)数字智能科技有限公司 | Roof main body structure generation method and device, computer equipment and storage medium |
| CN113158280B (en) * | 2020-01-23 | 2023-05-09 | 久瓴(江苏)数字智能科技有限公司 | Roof main body structure generation method, device, computer equipment and storage medium |
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